ENGLISH IN CIVIL ENGINEER

ENGLISH VIETNAMESE

7 wire strandCp xon 7 si

AbacTon

Abrahams conesKhun hnh chp ct o st b tng

Abrasion DamageH hng do mi mn

Abrasive actionTc ng mi mn

Abrasive paperGiy rp

Abutment, end supportM cu

AccelerantCht lm tng nhanh qu trnh

Accelerated testTh nghim nhanh

Accelerating AdmixturePh gia tng tc,PG tng nhanh ninh kt

Acceleration due to gravityGia tc trng trng

Accelerator, Earlystrength admixturePh gia tng nhanh ha cng b tng

AcceptanceNghim thu

AccessoriesPh tng

Accidental airKh c ,kh c hi

Accidental combinationT hp tai nn (c bit)

Accuracy (of test) chnh xc (th nghim)

ActionTc dng, tc ng

ActivatorCht hot ha

Active crackVt nt hot ng

Activity of cement hot ho xi mng

Actual construction time effectifThi hn thi cng thc t

AdditionalB xung, thm vo

Additional dead loadTnh ti b xung sau

AddtiveCht n, Cht ph gia

AdhesionS dn dnh

AdhesivesDn dnh

Adjudication, Biddingu thu

Adjustmentiu chnh, cn chnh cho ng

Adsorbed waterNc hp th

AdsorptionHp th

Advanced composite materialVt liu composit tin tin

Aercdynamic Stability of bridgen nh kh ng lc ca cu

After anchoringSau khi neo xong ct thp d ng lc

After crackingSau khi nt

After sale serviceDch v sau khi bn hng

Age of loadingTui t ti

AgentCht ho hc

AggregateCt liu

Aggregate blendingTrn ct liu

Aggregate contentHm lng ct liu

Aggregate gradationCp phi ct liu

Aggregate interlockS ci vo nhau ca ct liu

Aggregate, crusher-runCt liu (si )

Aggregate-cement ratioT l ct liu / xi mng

Agitating speedTc khut trn

Agitating truckXe trn v chuyn ch

AgitationS khuy trn

AgitatorMy trn

Agitator ShakerMy khuy

AgressivityTnh n mn

Agressivity, AgressiveXm thc

Air caissonGing chm hi p

Air contentHm lng kh

Air entrainingS cun kh

Air entrainmenthm lng cun kh

Air meterMy o lng kh

Air temperatureNhit khng kh

Air voidBt kh

Air-cooled blast-furnace slagX l cao c ngui trong khng kh

Air-entraining agentPh gia cun kh

Air-entraining agentPh gia cun kh

Air-permeability testTh nghim thm kh

Air-water jetVi phun nc cao p

Alignment wiresi thp c nn thng

AlkaliKim

Alkali-aggregate reactionPhn ng kim- ct liu

Alkali-silica reactionPhn ng kim-silicat

Allowable loadTi trng cho php

allowable Load,Ti trng cho php

Allowable stress designThit k theo ng sut cho php

Allowable stress designTnh ton theo ng sut cho php

Allowable stress, Permissible stressng sut cho php

Allowavle bearing capacityKh nng chu lc cho php

AlloyHp kim

Alloy(ed) steelThp hp kim

Alluvial soilt ph sa, t bi tch

Alluviont bi, ph sa

AltenateSo le

Altenative,OptionPhng n

Altitude cao, Cao trnh

Alumiante concreteB tng aluminat

Aluminate cementXi mng aluminat

Aluminous cementXi mng aluminat

Aluminum bridgeCu bng nhm

Amount of mixingKhi lng trn

AmplitudeBin

Amplitude of stressBin bin i ng sut

Analyse (US: analyze)Phn tch; Gii tch

AnchorNeo

Anchor blockKhi neo

Anchor boltBu lng neo

Anchor boltBu lng neo

anchor boltBu lng neo

Anchor by adherenceNeo nh lc dnh bm

Anchor plateBn ca mu neo, Bn neo

Anchor sliding tt ca nt neo trong l neo (sau khi ng cht nt neo)

Anchor sliding trt trong mu neo ca u ct thp

Anchor slippingTt li ca nt neo

Anchor spanNhp neo

Anchor, gormNeo

AnchorageMu neo

Anchorage blockKhi neo,u neo (c l chm vo,t vo neo)

Anchorage bond stressng sut dnh bm neo

Anchorage deformation or seatingBin dng ca neo khi d ng lc t kch truyn vo mu neo

Anchorage DeviceThit b neo

Anchorage deviceThit b neo

Anchorage lengthChiu di on neo gi ca ct thp

Anchorage lossMt mt d ng sut ti neo

anchorage Loss ,Mt mt d ng sut do tt neo

Anchorage regionKhu vc neo

Anchorage seatingBin dng ca neo khi d ng lc t kch truyn vo mu neo

Anchorage spacingKhong cch gia cc mu neo

Anchorage zoneVng t mu neo, vng neo

Anchored bulkhead abutment M neo

Anchoring deviceThit b neo gi

Anchoring plugNt neo (chm trong mu neo d ng lc)

Angle of interior frictionGc ma st trong

Angle of reposeGc ngh

Angular aggregateCt liu nhiu gc cnh

angular coarse aggregatect liu th c nhiu gc cnh

Annual ambient relative humidity m tng i bnh qun hng nm

Apparent defectKhuyt tt l ra (trng thy c)

Application fieldLnh vc p dng

Application of live loadXp hot ti

Application of lived load on deck slabt hot ti ln mt cu

Approach embankment ng p dn ln cu

Approach roadng dn

Approach roadwayng dn vo cu

Approach spanNhp dn

Approach spanCu dn

Approach viaductCu dn

Approaches, appwoch roadng dn vo cu

ApprovalTha thun (chun y)

Approved total investment costVn u t tng cng c chp thun

Approximate ...Gn ng

approximate analysis Phn tch theo phng php dn ng

approximate formularCng thc gn ng

Approximate load Ti trng gn ng

Approximate valueTr s gn ng

ApronSn cng

AqueductCu mng

AqueductCu mng

ArchVm

Arch actionTc ng vm, hiu ng vm

Arch axisng trc vm

Arch culvertCng vm

Arch ribSn vm

Arched bridgeCu vm

Arched cantilerver bridgeCu vm hng+B298

Architectural concreteB tng kin trc

Area of cross section (cross sectional area)Din tch mt ct

Area of nominalDin tch danh nh

Area of reinforcementDin tch ct thp

Area of steelDin tch thp

Arenaceousct pha

Argillaceousst, t pha st

Arrangement ...B tr

Arrangement of longitudinales renforcement cut-outB tr cc im ct t ct thp dc ca dm

Arrangement of reinforcementB tr ct thp

artificially graded aggregatect liu c phn c ht

Asbestos-cement productsn phm xi mng-aming

Ashlar hc xy

Askew bridgeCu xin, cu cho gc

Asphal overlayLp ph nha ng

AsphaltNha ng t-phal

Asphaltic concreteB tng nha.;B tng asphal

Aspiring pump, Extraction pumpBm ht

Assumed temperature at the time of erectionNhit gi nh lc lp rp

ASTMTiu chun Hoa k v th nghim v vt liu

At mid span gia nhp

At quarter point 1/4 nhp

Atmospherec-pressure steam curingBo dng hi nc p lc kh quyn

Atmospheric corrosion resistant steelThp chng r do kh quyn

AttachmentCu kin lin kt

Atterberg limitsCc gii hn Atterberg ca t

Atterberg testTh nghim cc ch tiu Atterberg

Auger-cast piles Cc khoan- nhi

Autoclave curingBo dng trong thit b chng hp

Autoclave cycleChu k chng hp

Automatic batcherTrm trn t ng

Automatic design programChng trnh thit k t ng

Automatic design softwareChng trnh thit k t ng

Auxiliary bridgeCu ph, cu tm thi

Auxiliary reinforcementCt thp ph

auxiliary ReinforcementCt thp ph

AverageTrung bnh

Average bond stressng sut dnh basm trung bnh

Average stressng sut trung bnh

Axial compression Nn ng tm

Axial forceLc dc trc

axial reinforcing barsThanh ct thp dc trc

Axial tension Ko dc trc

Axially loaded columnCt chu ti ng tm

Axle LoadTi trng trc xe

Axle loadTi trng trc xe

Axle loading, Axle loadTi trng trc

Axle spacingKhong cch gia cc trc xe

Axle-steel reinforcementCt thp dc trc

Bach mixerMy trn

Bach plantTrm trn

Back fill behind abutmaitt p sau m

BackfillKhi t p (sau m sau tng chn)

Backfill concreteB tng chn lp ke h

backwater Ch nc ng, nc xoy ngc

Bacterial corrosionn mn do sinh vt

Bag (of cement; also sack)Bao ng ( xi mng)

Balanced loadTi trng cn bng

Balanced momentMomen cn bng

Balanced reinforcementCt thp cn bng

Balanced strain conditioniu kin cn bng ng bin

Balasted reiforced concrete gleckMt cu BTCT c balt

Ball millMy nghin bi

Ball testTh nghim bi

Bar (reinforcing bar)Thanh ct thp

Bar benderMy un ct thp

Bar matLi thanh thp

Bar scheduleS tin kiu ngang

Bar spacingC ly gia cc thanh ct thp

Bar supportMing k thanh ct thp

Barragep chn nc

Barrel (of cement)Thng trn

barrierRo chn, Thanh chn

Bascule bridgeCu di ng ( cu quay,cu nhc)

Base coatLp sn lt, lp sn nn

Base courseLp mt nn

Base line C tuyn

Base plateTht di (c nh) ca gi

Base plateTm

Basic assumptionGi thit c bn

Basic combinaisonT hp c bn (chnh)

Basic creepT bin c bn

Basic load combination T hp ti trng c bn

basic technical standards Tiu chun k thut c bn

BatchM trn

Batch weightsTrng lng m trn

Batched waterNc trn

BatcherThit b ong v np liu

Batching PlantTrm trn b tng

Bateau bridgeCu phao, cu ni

BattenVn lt

Batter pileCc nghing

BayNhp , khu , khong trng

BayouNhnh sng

BeamDm

Beam bottomy dm

Beam bridgeCu dm

Beam formVn khun dm

Beam form-clampB g kp gi vn khun dm

Beam hangerThanh treo dm

beam haunch Nch dm, vt dm

Beam of constant depthDm c chiu cao khng i

Beam reinforced in tension and compressionDm c c ct thp chu ko v chu nn

Beam reinforced in tension onlyDm ch c ct thp chu ko

Beam spanning Nhp dm

Beam testTh nghim dm

Beam theoryL thuyt dm

Beam-slab bridgesCu dm bn

BearingGi cu

Bearing areaDin tch ta (p mt)

Bearing capacityKh nng chu ti

Bearing capacity of the foundation soilsKh nng chu ti ca t nn

Bearing plate mu neo d ng lc

Bearing stress under anchor platesng sut ta (p mt) di bn mu neo

Bed plateB phn phi lc

BeddingMng cng

Before anchoringTrc khi neo ct thp d ng lc

Bending crackVt nt do un

Bending momentM men un

Bending moment per unitM men un trn 1 n v chiu rng ca bn

Bending stressng sut un

Bending-moment diagramBiu m men un

Bent barThanh ct thp un

BentoniteVa st

Bent-up barCt thp un nghing ln

Betonnite lubricated caissonGing chm o va st

between steel and concreteGia thp v b tng

Biais buse ...Cng cho, cng xin

biaxial eccentrical compressionNn lch tm theo 2 trc

Bicycle railingHng ro chn bo v ng xe p trn cu

Bill of materialsTng hp vt t

BindersCht kt dnh,va xy

BitumenBi tum

Bitumen coatingSn ph lp bitum

Bituminous concrete,asphalt concreteB tng bitum,b tng nha

Bituminous cementXi mng bitum

Biturninous masticMt tt bi tum

BleedingTch nc

Bleeding capacityKh nng phn tng, kh nng tch nc

Bleeding rateMc tch nc

Blended cementXi mng pha trn

BlisteringRp phng

BloatedB trng phng

BoltBu lng

Bolted constructionKt cu c lin kt bng bu lng

Bolted spliceLin kt bu lng

BondDnh bm

Bond areaDin tch dnh bm

Bond lengthChiu di dnh bm

Bond strengthCng dnh bm

Bond stressng sut dnh bm

Bond transfer lengthChiu di truyn lc nh dnh bm

Bond, Bonding agentCht dnh kt

Bonded tendonCt thp d ng lc c dnh bm vi b tng

Bonding AgentPh gia tng dnh bm

Bonding agentCht kt dnh, keo dn

Bonding LayerLp kt ni

Bonding layerLp kt dnh, lp keo dn

Bore pileCc khoan

Bored cast-in-place pileCc khoan nhi

Bottom fiberTh di

Bottom flanger,Bottom slabBn cnh di

Bottom lateralThanh ging cho mc h ca dn

Bottom reinforcementCt thp bn di (ca mt ct)

Bottom road bridgeCu (c ng xe) chy di

Bottom slab of box girderBn y ca dm hp

Bowstring arch bridgeCu vm c thanh cng(vm-dm kt hp)

Box culvertCng hp

Box girderDm hp

Box girderDm hp

Braced memberThanh ging ngang

BracingGing gi

Branch lineTuyn nhnh

BridgeCu

Bridge builderK s cu

Bridge composed of simple span precast prestressed grider made continues prefabriquesCu lin tc c ghp t cc dm gin n c sn

Bridge deckKt cu nhp cu, mt cu

Bridge deckBn mt cu

Bridge design for one traffic laneCu cho mt ln xe

Bridge design for two or more traffic lanesCu cho 2 hay nhiu ln xe

Bridge endu cu

Bridge engineeringK thut cu

Bridge floor, Decking systemH mt cu

Bridge loacationChn v tr xy dng cu

Bridge location, Bridge positionV tr cu

Bridge on curveCu cong

Bridge on slopeCu dc

Bridge project design stagesCc giai on thit k d n cu

Bridge Rehabilitationi tu cu; khi phc cu

Bridge span nhp cu

Bridge test resultKt qu th nghim cu

Bridge typeKiu cu

BridgingBc cu, thanh ging chng

BriquetteMu th hnh s 8 th ko

BucklingMt n nh do un dc

Buckling lenghChiu di un dc

BufferB gim chn

Built-in beamDm ngm 2 u

BuoyancyLc y ni

Buoyancy effectHiu ng thy triu

Buried abutment M vi

Bursting concrete stressng sut v tung ca b tng

Bursting in the region of end anchorageV tung vng t neo

Buse ...Cng

Buttressed wallTng chn c cc tng chng pha trc

By-passng trnh, ng vng trnh

CableCp d ng lc, Dy cp

Cable dispositionB tr ct thp d ng lc

Cable passingLun cp qua

Cable stayed bridgeCu dy vng

Cable traceng trc cp

Cable trace with segmental lineng trc cp gm cc on thng

Cable-stayed bridgeCu dy xin

Cable-stayed bridgesCu dy xin

CaissonGing chm

Caisson on temporary cofferdamGing chm p o

Calcium-aluminate cementXimng aluminat-calxi

Calculating noteBn ghi chp tnh ton, Bn tnh

Calculation dataD liu tnh ton

Calculation exampleV d tnh ton

Calculation stressng sut tnh ton

Camber vng ngc

CampCu tm

Canlilever cosntruction methodPhng php thi cng hng

CantileverHng, phn hng

Cantilever beamDm hng

Cantilever bridgeCu dm hng

Cantilever dimension vn hng

CapX m,b

CapacityKh nng, Sc cha

Capacity reduction factorH s gim kh nng

Carbon steelThp cc bon (thp than)

CarbonationCc-b-nt ho

Carbonation shrinkageCo ngt do cc-b-nt ho

CarriagewayPhn xe chy ( trong mt ct nga+B60+B5837ng cu)

Cast in many stage phrases b tng theo nhiu giai on

Cast in placec b tng ti ch

Cast in situ place concreteB tng c ti ch

Cast in situ structure (slab, beam, column)Kt cu c b tng ti ch (dm, bn, ct)

Cast ironGang c

Cast steelThp c

Casting scheduleThi gian biu ca vic b tng

Cast-in-placec ti ch

Cast-in-place concreteB tng c ti ch

Cast-in-place concrete caissonGing chm b tng c ti ch

Cast-in-place concrete pileCc c b tng ti ch

Cast-in-place, posttensioned bridgeCu d ng lc ko sau c b tng ti ch

Cast-in-situc ti ch

Cast-in-situ flat place slabBn mt cu c b tng ti ch

Cathodic protectionBo v catt

CauplingNi ct thp d ng lc

Cause for deterioratioNguyn nhn h hng

CementXi mng

Cement contentHm lng xi mng

Cement paintSn xi mng

Cement pasteVa xi mng

Cement plasterVa trt xi mng

Cement rock xi mng

Cement, shrinkage-compensatingXi mng b co ngt

Cement, slagXi mng x

Cement, sulfate-resistantXi mng bn sunphast

Cement, whiteXi mng trng

Cementation processQu trnh xi mng ho

CementitiousC tnh xi mng

Cement-sand grout pour injectionVa ximng ct tim (pht)

Center lineng trc, ng tim

Center of gravityTrng tm

Center spiralLi hnh xon c trong b si thp

Centering,false work gio treo, gin gio

Centifical pump, Impeller pumpBm ly tm

Centifugal forceLc ly tm

Central mixerTrm trn trung tm

Centre lineTim ng

Centred prestressingD ng lc ng tm

Centrifugal forceLc ly tm

Centring, scafoldingDn gio

Centroid liesTrc trung tm

Chain bridgeCu dy xch

ChangeThay i

Characteristic strengthCng c trng

ChargingCht ti

Checking concrete qualityKim tra cht lng b tng

ChekingKim tra

Chemical admixturePh gia ha cht

Chemical bondCht kt dnh ho hc

Chemically prestressed concreteB tng to d ng lc bng ho hc

Chemically prestressing cementXi mng to d ng lc bng ho hc

Chillid steelThp ti

Chloride penetrationThm cht cloride

ChordThanh bin dn

circular archVm trn

Circular sectionMt ct hnh nhn

Circular sliding surfaceMt trt trn

Class (of concrete)Cp ca b tng

Class of loadingCp ca ti trng

ClassifyPhn loi, Phn cp

Clayt st

Clay contentHm lng st

Clear spanKhong cch trng (nhp trng)

ClearanceTnh khng (khong trng)

Clearance Tnh khng

Clearance above bridge floor Tnh khng mt cu

Clearance for navigationKh gii hn thng thuyn

Clearance of span Tnh khng di cu

Climbing formVn khun leo

ClinkerC lanh ke

Cloar spanNhp tnh khng

Closed lengthChiu di kch khi khng hot ng

ClosureHp long

Closure jointMi ni hp long (on hp long)

coarse aggregateCt liu th

Coarse AggregateCt liu th ( , si)

Coarse aggregateCt liu th

Coarse-aggregate factorH s ct liu th

Coated barCt thp c sn ph

CoatingVt liu ph bo v ct thp DL khi r hoc gim ma st khi cng ct thp

Cobble, ashalar stone hc, xy

Code, Standart, SpecificationTiu chun

Coefficient of roughnessH s nhm

Coefficient of scouringH s xi

Coefficient of sliding frictionH s ma st trt

Coefficient of thermal exspansionH s dn di do nhit

Coefficient of variationH s bin sai

Cofferdam quai (ngn nc tm)

Cohesionless soil, granular materialt khng dnh kt, t ri rc

Cohesive soilt dnh kt

Cold-drawn WireSi thp ko ngui

cold-drawn wire ReinforcementCt thp ci ko ngui

cold-worked steel ReinforcementCt thp gia cng ngui

ColumnCt

Column pier Tr kiu ct

Combined bridgeCu i chung(ch0 -t v tu ho)

Combined dead, live and impact stressng sut do t hp tnh ti, hot ti c xt xung kch

Compact eartht cht

Compacted sandCt cht

Compacting factorH s m ln

Compactionm ln

Compactness cht

Company, corporationCng ty ; tng cng ty

Compatability of strainsTng thch bin dng

Competition, Competing, CompetitiveCnh tranh

Component, expansiveThnh phn

Composite beam bridgeCu dm lin hp

Composite bridgesCu lin hp

Composite columnCt lin hp

Composite concrete flexural membersCu kin b tng lin hp chu un

Composite constructionKt cu lin hp

Composite flexural memberCu kin lin hip chu un

Composite memberCu kin lin hp

Composite pileCc lin hp

Composite prestressed structureKt cu d ng lc lin hp

Composite sectionMt ct lin hp

Composite steel and concrete structureKt cu lin hp thp b tng ct thp

Compremed concrete zoneVng b tng chu nn

compression concreted zoneVng b tng b nn

Compression flangeBn cch chu nn

compression FlangeBn cnh chu nn

Compression flange of T-girderChiu rng bn chu nn ca dm T

Compression MemberCu kin chu nn

Compression memberCu kin chu nn

Compression memberCu kin chu nn

compression ReinforcementCt thp chu nn

Compression reinforcementCt thp chu nn

Compression testTh nghim nn

Compressive strengthCng chu nn

Compressive strength at 28 days ageCng chu nn 28 ngy

Compressive stressng sut nn

Computed strength capacityKh nng chu lc tnh ton c

Concentrated forceLc tp trung

Concentrated loadTi trng tp trung

Concentric tendonsCp d ng lc lch tm

Concordant tendonsCp d ng lc thng thng

ConcreteB tng

Concrete age at prestressing timeTui ca b tng lc to d ng lc

Concrete blockKhi b tng

Concrete brickGch b tng

Concrete compositionThnh phn b tng

Concrete coverB tng bo h (bn ngoi ct thp)

Concrete finishing machineMy hon thin b mt b tng

Concrete hardningDurcissement du beton

Concrete hingeCht b tng

Concrete masonry Khi xy b tng

Concrete paverLp ph mt ng bng b tng

Concrete pileCc b tng

Concrete proportioningCng thc pha trn b tng

Concrete pumpBm b tng

Concrete riprap Neo ch ng

Concrete stress at tendon levelng sut b tng th t cp d ng lc

Concrete surface treatementX l b mt b tng

Concrete test hammerSng bt ny th cng b tng

Concrete thermal treatementX l nhit cho b tng

Concrete unit weight, density of concreteTrng lng ring b tng

Concrete, (mortar or grout), self-stressingB tng t d ng sut

Concrete-filled pipe pileCc ng thp nhi b tng lp lng

Condensed silica fumeMui silic m c

Condition of curingiu kin dng h b tng

Cone boltBu-lng hnh cn

Conic holeL hnh chp ct

connect by hingeNi khp

Connecting anglethp gc lin kt

ConnectionGhp ni

Connection strand by strandNi cc on cp d ng lc ko sau

ConnectorNeo (ca dm thp lin hp bn BTCT)

considered inclined sectionMt ct nghing c xt

Considered sectionMt ct c xt

ConsolidationC kt

ConsolidationS c kt

constant - depth members Cu kin c chiu cao khng i

constant alongthe span... Khng thay i dc nhp

ConstructionXy dng

Construction workCng trnh

Construction and operation.Xy dng v vn hnh

Construction Codes Quy chun xy dng

Construction compositeCht composit xy dng

Construction costGi thnh thi cng

Construction design.Thit k thi cng

Construction documentH s thi cng

Construction equipmentThit b thi cng

Construction height of bridgeChiu cao kin trc ca cu

Construction jointKhe ni thi cng

Construction loadTi trng thi cng

Construction materialVt liu xy dng

Construction SequenceTrnh t thi cng

Construction solutionsGii php xy dng

Construction Standards Tiu chun xy dng

Construction successive stage(s)(Cc) Giai on thi cng ni tip nhau

Consulting engineerK s t vn

ContactTip xc

Contact areaDin tch tip xc

Contact pressurep lc tip xc

Contact spliceMi ni chng tip xc

Contact surfaceB mt tip xc

Content, DosageHm lng

Continuity factorH s xt n tnh lin tc ca cc nhp

Continuosly reinforced pavementMt ng c ct thp lin tc

Continuous beamDm lin tc

Continuous beam bridge Cu dm lin tc

Continuous footingB mng lin tc

continuous GradingCp phi lin tc

Continuous granulametryCp phi ht lin tc

Continuous mixerMy trn lin tc

Continuous slab deckKt cu nhp bn lin tc

Continuous spanNhp lin tc

Contract, agreementHp ng

ContractionCo ngn li

Contraction jointKhe co

Contraction, shrinkageCo ngt

Contraction-joint groutingTim va vo khe co

ContractorNgi nhn thu, nh thu (bn B)

Control jointKhe kim tra

Control, checkingKim tra (kim ton)

Controlled low-strength materialsVt liu cng thp c kim sot

Conventional bridgeCu thng thng

Conventional concrete deckMt cu b tng thng thng

Conventional designThit k thng thng

Conventional elasticity limitGii hn n hi qui c

Conventional retaining wallsTng chn thng thng

Conventional valueTr s qui c

ConveyerBng truyn

CoordinateTa

CoreLi b tng th ( khoan ly t kt cu)

Core testTh li b tng

Cored beamDm b khoan ly li th

Coringkhoan ly li th b tng

Corner connectorNeo kiu thp gc

corner ReinforcementCt thp gc

Corroded reinforcementCt thp b r

Corrosionr, n mn

Corrosion fatigueR mi

Corrosion inhibitorCht hm r

Corrosive agentCht xm thc

Corrosive environment agressiveMi trng n mn

Counterfort wallTng chn c cc tng chng pha sau

Counterpoiser, Counterbalancei trng

CouplerB ni ni cc ct thp d ng lc

Coupler (coupling)Mi ni cp d ng lc ko sau

CoupleurB ni cc on cp d ng lc ko sau

Courbature cong

CourseGio trnh (kha hc)

CoverLp ph

Cover blockKhi ph, khi bao che bn ngoi

Cover plateBn thp ph ( phn bn cnh dm thp)

Covering materialVt liu bao ph

Cover-meter, Rebar locatorMy o lp b tng bo h ct thp

Cover-plateBn ni p, bn m

CrackVt nt

Crack in developementVt nt ang pht trin

Crack opening, Crack width m rng vt nt

Crack width rng vt nt

crack-control ReinforcementCt thp chng nt

Crack-control reinforcementCt thp chng nt

Cracked concrete sectionMt ct b tng b nt

Cracked stateTrng thi c vt nt

CrackingNt

Cracking limit stateTrng thi gii hn v m rng vt nt

Cracking limit state Trng thi gii hn hnh thnh vt nt

Cracking LoadTi trng gy nt

Cracking loadTi trng gy nt

Cracking momentM men gy nt

Cracking stressng sut gy nt

Cradle blockKhi k m

Cramp, Cramponinh a

CraneCn cu

CreepT bin

Creep testTh nghim t bin

Croa headX m (ca tr, m)

cross - sectional areaDin tch mt ct

cross - sectional dimentions Kich thc mt ct

Cross bracingThanh lin kt ngang

Cross jointKhe ngang

Cross sectionMt ct ngang

Cross section at mid spanMt ct gia nhp

Cross sectional area Din tch mt ct

Cross tunnel Hm ngang

Crossfall,cross slope dc ngang

crushed rock aggregateCt liu dm

Crushed Stone dm

Crushed stone, Crusher dm

Crushing machineMy nn mu th b tng

CrystallizeKt tinh

Cube strengthCng khi vung

CulvertCng , ng cng

CulvertCng

Culvert headCa cng

Curb va (chn va h trn cu)

Cure to cure, curingDng h b tng mi xong

CuringBo dng b tng trong lc ha cng

Curing agent, Cht bo dng

Curing CompoundCht bo dng

Curing cycleChu k bo dng

Curing MembraneMng bo dng b tng

Curing membraneMng bo dng

Curing temperatureNhit dng h b tng

Curvature frictionMa st cong

Curveng cong, on tuyn cong

Curved failure surfaceMt ph hoi cong

Cut back bitumenBi tum lng

Cut pile headCt u cc

Cutting machineMy ct ct thp

Cycle pathng cho xe p

Cylinder strengthCng lng tr ( ca b tng)

Cylinder, Test cylinderMu th b tng hnh tr

Damage (local damage)H hng (h hng cc b)

DataD liu (s liu banu)

Dead endu neo cht ( khng ko cng)

Dead load Tnh ti

Dead to live load ratioT l gia tnh ti v hot ti

dead-end Anchorageu neo cht ( khng ko cng)

Dead-end anchorageMu neo cht ( khng ko cng)

De-bondingBong dn

Decision of establishingQuyt nh thnh lp

DeckKt cu nhp cu, Mt cu

Deck bridgeCu c ng xe chy trn

Deck bridge Cu i trn

Deck panelKhi bn mt cu c sn

Deck plate girderDm bn thp c ng xe chy trn

Deck slab, deck plateBn mt cu

Deck-Truss interactionTc ng tng h h mt cu vi dn

Decompression limit stateTrng thi gii hn mt nn

Deep foundationMng su

Definitive evaluationGi tr quyt ton

Deflection vng

Deflection calculationTnh ton do vng

Defledted tendonsCp d ng lc b vng

DeformationBin dng

Deformation calculationTnh ton bin dng

Deformation due to Creep deformationBin dng do t bin

Deformed barCt thp vn, ct thp c g

Deformed bar, deformed reinforcementCt thp c g (ct thp gai)

Deformed plateBn thp c g

deformed ReinforcementCt thp vn, ct thp c g

Deformed reinforcementCt thp c dnh bm cao (c g)

Deformed tie barCt thp ai c g

DegradationSuy thoi (lo ha)

Delayed actionTc dng lm chm li

dense aggregatect liu cht

Density of materialT trng ca vt liu

DepthChiu cao

Depth of beamChiu cao dm

depth varried Chiu cao thay i

DescriptionM t

DesignThit k

Design assumptionGi thit tnh ton

Design floodL thit k

Design frequency Tn sut thit k

Design laneLn xe thit k

Design lane loadTi trng ln xe thit k

Design LoadTi trng thit k

Design loadTi trng thit k

Design NotesGhi ch thit k

Design speedTc thit k

Design strengthCng thit k

Design stressng lc tnh ton

Design stressng sut thit k

Design stress cyclesChu k ng sut thit k

Design truck Xe ti thit k

Design truck or design tandemXe 2 trc thit k

Design volumLu lng thit k

Design water levelMc nc thit k

Design water level Mc nc thit k

Design, ConceptionThit k

Designed elevationCao thit k

Destructive testing methodPhng php th c ph hy mu

Detailed InvestigationKho st chi tit

DeteriorationSuy thoi (lo ha)

DetermineXc nh

Development lengthChiu di pht trin ct thp

DeviatorB phn lm lch hng cp

Deviator chuyn hng

DiagnosisChn on

diagonal bars Thanh ct thp xin

Diagonal crackVt nt xin

Diagonal CrackingNt xin

Diagonal crackingNt xin

Diagonal tensionng sut ch

Diagonal tension traction stress, Principal streesng sut ko ch

DiaphragmDm ngang

DiaphragmVch ngn

Diaphragm spacingKhong cch gia cc dm ngang

Diesel locomotiveu my dieden

Dile splicingNi di cc

Dimensionless coefficientH s khng c th nguyn

DimentioningXc nh s b kch thc

Dinamicng lc hc

Dinamic forceLc ng

Dinse-graded AggregateCt liu c cp phi cht

Discharge capacityKh nng tiu nc

DisplacementChuyn v

Distance center to center of ...Khong cch t tm n tm ca cc...

Distance center to center of beamsKhong cch t tim n tim ca cc dm

DistortionXon vn

Distribution coefficientH s phn b

Distribution reinforcementCt thp phn b

Distribution width for wheel loadsChiu rng phn b ca ti trng bnh xe

distribution-bar ReinforcementCt thp phn b

Dog anchorinh a

Double deck bridge, Double-storey bridgeCu hai tng

Double line bridgeCu 2 ng, Cu ng i

Double-tee beamDm mt ct 2 T ghp

Down stream endH lu

Downstream sideH lu

DraftingV k thut

DrainageH thng thot nc, s thot nc

DrainageThot nc

DrawbackNhc im

Drilled pierTr khoan

Drilled shaftsCc khoan

Driven pileCc ng xong

Driver pileCc dn

Driving additional pilesng cc thm

Driving, pilingng cc

DryKh

Dry bridgeCu cn, cu vt ng

Dry concreteB tng kh

Dry gunitingPhun b tng kh

dry mix ConcreteB tng trn kh

Dry mixingtrn kh

Dry packChn kh

Dry processCng ngh kh

Dry sandCt kh

drying CreepT bin kh

Drying ShrinkageCo ngt kh

Dry-mix concreteB tng trn kh

Dry-mix ShotcreteB tng phun kh

dry-packed concreteBe tng chn kh

Dry-packed concreteB tng chn kh

Dry-volume measuremento th tch kh

Ductng cha ct thp d ng lc

Ductile materialVt liu co dn c (kim loi)

DuctilityTinh do

Durability bn lu (tui th)

Durability factorH s tui th

During stressing operationTrong qu trnh ko cng ct thp

DustingLm thnh bt, to ra bi

Dusts sandCt bt

Dye penetrant examinationPhng php kim tra bng thm cht mu

Dynamic AnalysisPhn tch ng hc

Dynamic effects Hiu ng ng

Dynamic loadTi trng ng

Dynamic loadingngp ti ng

Dynamic modulus of elasticityMoun n hi ng

Dynamic stress ng sut ng

Dynamic testTh nghim ng hc

Early strength concreteB tng t cng sm

Earth coverThanh cng

Earth pressurep lc y ca t

Earth, soilt

Earthquakeng t

EarthquakeTc ng ca ng t

Earthquake forcesLc ng t

Eccentric loadingDt ti lch tm

Eccentric tendonCp d ng lc t lch tm

eccentrical compressionNn lch tm

Eccentrically compressed membersCu kin chu nn lch tm

Eccentricity lch tm

Eddie current testingPhng php kim tra bng dng xoy

Edge beamDm bin

Edge beam,exterior girderDm bin, dm ngoi cng

edge-bar ReinforcementCt thp mp

Effective area of reinforcementDin tch c hiu ca ct thp

Effective depthChiu cao c hiu

Effective depth at the sectionChiu cao c hiu ca mt ct

Effective flange widthChiu rng c hiu ca bn cnh

Effective flange WidthB rng c hiu ca bn cnh

Effective modulusMdun c hiu qu

Effective presstressD ng sut c hiu

Effective prestress after losesD ng sut c hiu sau mi mt mt

Effective spanNhp c hiu

Effective stressng sut c hiu

Effective width (of T girder)Chiu rng c hiu (ca dm T)

Effective width of slabB rng c hiu ca bn

Efflorescence mu trn b mt b tng

Elastic analysisPhn tch n hi (i vi kt cu)

elastic DeformationBin dng n hi

Elastic deformationBin dng n hi

elastic DesignThit k do

Elastic designThit k n hi

Elastic limitGii hn n hi

Elastic lossMt mt n hi

Elastic modulusMoun n hi

Elastic shorteningCo ngn n hi

Elasticity n hi

Elastomatric bearingGi cao su

Elastomer, PlasticCht do

Elestomatric pot bearingGi hp cht do

Elongated pieceChi tit ko di thm

Elongation dn di

EmbankmentNn ng p

Embeded itemChi tit chn sn

Embedment lengthChieu di chn ngm

Emergency bridge StairsCu tm

Empirical methodPhng php thc nghim

Emulsion Nh tng

End blockKhi u neo

End diaphragmDm ngang u nhp

End region of the memberVng u cu kin

End supportGi bin (m cu)

Endevelope curveng bao

Engineer,ArchitectCh cng trnh

Enol blockKhi u dm

EnterpriseX nghip

Entrained airKh b cun vo

Entrapped airKh b ong gi li

Enviromental conditioniu kin mi trng

Environment agressivityXm thc ca mi trng

Environmental loadTi trng mi trng

Epingle PinCt thp gm ( truyn lc ct trt nh neo)

Epoxy concreteB tng epoxy

Epoxy mortarVa epoxy

Epoxy resinKeo epoxy

Equipement Set, DeviceB thit b

EquipmentThieest b

Equipment for the distribution of concreteThit b phn phi b tng

Equivalent distribuled live loadHot ti ri u tng ng

Equivalent loadTi trng tng ng

ErectionLp dng

Erection equipmentThit b xy lp

Erection jiont ...Khe ni thi cng, vt ni thi cng

Erection loadTi trng xy lp (trong lc thi cng)

Erection methodPhng php lp ghp

Erection planBn v thi cng

Erection reinforcementCt thp thi cng

Erection scheduleThi gian biu ca vic lp dng

ErosionXi mn

Erosion controlKhng ch xi l

EstablishThiet lp

Established stream Dng chy xc lp

Estimatec lng, d ton

EstimationD ton

Eternally applied load, External loadTi trng t bn ngoi (ngoi ti)

Evacuation galleryHm trnh nn

Evaluationnh gi, c lng

EvironmentMi trng

ExcavationNn ng o

ExcentredLch tm

Excentricity coefficientH s lch tm

Exceptional loadTi trng ngoi hng

Excessive (excessive deflection)Qu mc, (bin dng qu mc)

Excessive deformationBin dng qu mc

ExecutionThi cng thc hin

ExecutionTin hnh thi cng

Existing bridgeCu c hin c

Existing structure (Existing concrete)Kt cu hin c

expanded-metal fabric ReinforcementCt thp li ko gin

Expanding cementXi mng n

ExpansionGin n

Expansion jointKhe co dn, khe bin dng

Expansion joint for bridge, Road jointKhe bin dng cho cu

Expansive cementXi mng n

Expansive-cement concrete (mortar or grout)B tng xi mng n

expansive-cement GroutVa xi mng n phun p

ExperimentThc nghim

Expertise contractHp ng chuyn gia

Exposed concreteB tng l ra ngoi

Exposed faceB mt l ra ngoi

Exposed reinforcementCt thp l ra ngoi

Exterior anchorNeo ngoi

Exterior beams Dm bin

Exterior faceB mt ngoi

Exterior panelKhoang bn ngoi

external axial forces. Ngoi lc dc

External forceNgoi lc

External prestressed concreteB tng ct thp d ng lc ngoi

External prestressingD ng lc ngoi

External vibratorChn ng ngoi

Extradosng bin trn ca vm

Extreme compressive fiberTh bin chu nn

Extreme Event Limit StateTrng thi gii hn c bit

Extreme tension fiberTh chu ko ngoi bin

Fabricated bridge Cu lp ghp

Fabrication, ManufactionCh to, sn xut

facrored LoadTi trng nhn h s

Factor of safetyH s an ton

Factor relating to ductilityH s tnh do

Factor relating to operational importance H s tm quan trng hot ng

Factor relating to redundancy H s hiu ng d

Factored loadTi trng nhn h s

Factored momentM men nhn h s

Factored resistanceSc chu nhn h s

Factored shear forceLc ct nhn h s

FailurePh hoi

Failure surfaceMt ph hoi

Failure, fatigueMi

False portalCa hm gi

Fastening angleThp gc gia c

Fastening pin (to bolt)Cht ngang (lp cht ngang)

Fat SlabBn phng

Fat slabBn phng

Fatigue analysis Phn tch mi

Fatigue and fracture Mi v dn

Fatigue failurePh hu do mi

Fatigue limit state Trng thi gii hn mi

Fatigue strengthCng chu mi

Fatigue test Th nghim mi

Fatigue test machineMy th mi

Fatigue testingTh nghim v mi

Feasibility study reportBo co nghin cu kh thi

FerrocementXi mng li thep

FerryPh

Fiber, extreme compressionTh chu nn ngoi cng

Fiber, extreme tensionTh chu ko ngoi cng

fiber-reinforced ConcreteB tng ct si phn tn

Fibrous concreteB tng ct si

Field connectionMi ni hin trng

Field connection use high strength boltMi ni hin trng bng bu lng cng cao

Field investigationKho st hin trng

Field of applicationPhm vi p dng

Field testTh nghim ti hin trng

field-cured CylindersMu tr,bo dng ti hin trng

Figure stability n nh hnh dng

Fild-weldHn ti cng trng

Fill,earth fillt p trn vm bn

Filler Bt khong

fin by successive approximationsTm bng cch xp x gn ng

final designThit k cui cng

Final prestressD ng sut cui cng cn li

Final Setting timeThi gian kt thc ninh kt

Fine AggregateCt liu mn ( ct)

fine aggrregatect liu mn ( ct)

Fine gravelSi nh, si p vn

Fineness mn

Fineness modulusMo-dul mn

FinishingCng tc hon thin

Finishing machineMy lm cng tc hon thin

Fire claySt mn

Fire resistance bn chu la

Fix pointMc trc c

FixationGi cho c nh

Fixation on the formGi cho c nh vo vn khun

fixe the ends of reinforcementGi c nh u ct thp

Fixed archVm khng cht

Fixed bearingGi c nh

fixed bridgeCu c nh

Fixed capitalVn c nh

Fixed framed bentsTr pal c nh

Flage thickness (web thickness)Chiu dy ca bn (ca sn)

Flange reinforcementCt thp bn cnh

Flange rivetinh tn bn cnh

Flange slabBn cnh (mt ct I,J, hp)

Flange thickness, Web thicknessChiu dy bn cnh

Flanged memberCu kin c bn cnh

Flanged sectionMt ct c bn cnh (mt ct T, I, hp)

Flare wing wall abutmentM tng cnh xin

Flash coatSn cch nc

Flat jack, Pushing jackKch dt, kch a Kch y

Flat piece (of aggregate)Ht dt ca ct liu

Flat plateBn phng

Flat slabBn phng

Flexible connectionLin kt mm

Flexible connectorNeo mm

Flexible flexion deformationBin dng do un

Flexible jointKhe co gin

Flexible pier Tr mm

Flexible sheathng mm (cha cp, thp DL)

Flexible steel pipe ng thp un c

Flexural beamDm chu un

Flexural bond stressng sut un

flexural momentM men un

Flexural rigidity cng chng un

Flexural stiffness cng chng un

Flexural strengthCng chu un

Floating bridgeCu phao, Cu ni

Floating caissonGing chm ch ni

FloodL lt

Flood plainBi ngp khi lt

flood-stream Dng l

Floor beam,tranverse beam tableDn ngang mt cu

Floor slabBn sn

Floor system ,bridge deck H mt cu

FlowDng

Flow coneCn th chy va

Flow factorH s dng chy

Flow regulation, Flow regimeCh chy

Flowcontrol worksCng trnh chnh dng chy

Fluorescent methodPhng php kim tra bng pht quang

Flush waterNc phun thnh tia; Nc chay xit

Fly ashTro bay

FlyoverCu vt qua ng

Foamed concreteB tng bt

Folded platebn gp np

Foot bridgeCu i b

Foot bridgeCu b hnh

FootingB mng

FootingMng nng

Footway ,side walkVa h

ForceLc

Force distribution betwween ...Phn b lc gia

Force effects hiu ng lc

Force from stream current on pier(abutment)Lc do dng nc chy tc dng vo m tr

Force representative point (on the curve)im biu din ca ni lc (trn th)

Forces due to curvature and eccentricity of truckLc do cong ng v lch tm ng

Forces on parapetsLc ln lan can

ForecastD on

FormVn khun

Form exterior face ...B mt vn khun

Form oilDu bi trn vn khun

Form pressureAp lc vn khun

Form removalD vn khun

Form vibratorm cnh (rung vn khun)

Formal tenderH s u thu

Formworkvn khun

Foudation, matMng nng

fouilk, bouchonB tng bt y (ca mng Cp cc, ca ging, ca h

Foundation designThit k mng

Foundation material Vt liu ca mng

Foundation soilt nn bn di mng

Founfation boltBu lng neo mng

FracturePh hu dn

Fragil materialVt liu dn

FrameKhung

Frame bridgeCu khung

Framed bent on pontonTr pal trn phao ni

Framed bentsTr pal

Free cantilever armCnh hng t do

Free expansionGin n t do

Free fallRi t do

Free limeVi t do

Free moiture m t do

Free waterNc t do

Fresh concreteB tng ti (mi trn xong)

FrictionMa st

Friction curvature coefficientH s ma st do cong

Friction linear coefficientH s ma st trn on thng

Friction loosesMt mt do ma st

Friction Loss CoefficientH s mt mt do ma st

Friction pileCc ma st

Frost indexCh s ng bng

GalvanisationNhng kim loi trong km nng chng r

Galvanized strandCp c m km

GalvanizingVic m km

Gantry craneCn cu cng

Gap-graded AggregateCt liu c cp phi c khe h

General estimationTng d ton

General layoutS b tr chung

General location of a bridgeB tr chung ca cu

General scourXi chung

General viewHnh v tng th

GeologyDa cht hc

Geotechnical parameters tham s a k thut

GirderDm t hp

Girder spacingKhong cch gia cc dm

Girder, beamDm

Glass-fiber reinforced cementXi mng ct si thu tinh

Glissement, slidingTrt

Gluing of steel plateDn bn thp

GradeCp (ca b tng, ca )

Grade of concreteCp ca b tng

Grade of reinforcementCp ca ct thp

Gradient dc dc

Gradingphn cp c ht; cp phi ht

Grading Cp phi

Grading Curveng cong cp phi ht

Grading curveng cong cp phi ht

Grading, GranulometryCp phi ht

Graphical representation of ...Biu din th ca

Gravel dm

GravelSi

gravel concreteB tng si

Gravel mixtureHn hp si

Gravity abutmentM kiu trng lc

Gravity abutment M trng lc

Gravity Loads: Trong lc

Gravity pierTr trng lc

Gravity wallTng chn kiu trng lc

Gross areaDin tch bao (khng k thu hp do l)

Ground Cao trnh (ct), mt t

Ground anchorNeo trong t (dng cho hm, tng chn)

Ground elevationCao t nhin

Group of pilesNhm cc

GroutVa phun , tim

Grout holeL bm va vo ng cha cp

Grout mixerMy trn va

Grout pumpMy bm va lp lng ng cha cp

Grout, Groutingp va,bm va

Grouted cableCp p va

Grouted-aggregate concreteB tng trn ct liu sn , vo v tr ri p va vo sau

GroutingPhun va lp lng ng cha ct thp d ng lc

Grouting equipmentThit b bm va

Grower washerVng m vnh, rng en vnh

Guaid stone va

Guided slipping bearingGi trt c hng dn

Gusset plateBn nt, bn tit im

Gypsum vi

Gypsum concreteB tng vi

hairline CracksVt nt tc ( rt nh)

Half through bridgeCu c ng xe chy gia ( Cu chy gia)

Half through bridgeCu i gia

HammerBa

Hand calculationTnh ton bng tay

Hand railLan can

Hand-act water pumpBm nc dng tay

Handling equipmentThit b lao lp cu

Handling stressesng sut do cu lp

HangerThanh ng (ca dn)

Hard bitumenBi tum cng

HardenerCht lm cng, Cht ho cng

Hardening under normal conditionHa cng trong iu kin bnh thng

Hardness degree rn cng

Haunch,Tapered haunchNch dm,vt cnh dm

Haunched beamDm c vt nch dm

HDPE sheathV bc polyetylen mt cao ca cp d ng lc

Heat of hydrationNhit do thu ho

Heat of solutionNhit ca dung dch

heat-resistant concreteB tng chu nhit

Heavy concreteB tng nng

Heavyweight AggregateCt liu nng

Height clearance, head room ,vertical clearanceChiu cao tnh khng

Hidden defectKhuyt tt n du

High strength concreteB tng cng cao

High strength steelThp cng cao

High tech work techniqueCng trnh k thut cao

High-density concreteB tng mt cao,B tng rt nng

High-early-strength concreteB tng cng cao sm

Highest flood levelMc nc l cao nht

high-pressure steam CuringBo dng b tng bng hi nc p lc cao

High-range water-reducing admixturePh gia siu gim nc

High-strength concreteB tng cng cao

High-strength materialVt liu cng cao

High-strength reiforcementCt thp cng cao

Hight densityng bng polyetylen mt cao

High-temperature steam curingBo dng b tng bng hi nc nhit cao

HighwayXa l

Highway bridge, road bridgeCu -t; Cu ng b

Highway bridge, road bridgeCu t

HingeCht

HingeKhp ni, cht ni

Hinge jointLin kt cht

Hinged archVm c cht

Hingeless bridgeCu khng cht

Hip verticalThanh ng treo ca dn

Historic flood levelMc nc l lch s

Historical floodL lch s

Hoist bridgeCu ct; cu nng nhc

HoleL thng, l khoan

Hollow pileCc rng ly tm

Hollow slab deckKt cu nhp bn c l rng

Homogenous materialVt liu ng cht

Homonegeity coefficientH s ng nht

Homonogeneityng cht

HoneycombR t ong ( ca b tng)

HookMc cu ( u ct thp)

Hookes lawnh lut Hc

Hooked barThanh c un mc cu u

Hoop reinforcementCt thp t theo vng trn

hoop ReinforcementCt thp mc

Horizontal clearanceChiu rng tnh khng

Horizontal shearLc ct trt nm ngang

Horizontal shearLc ct nm ngang

Horizontal shoringKhung chng ngang

Horizontal thrustLc y ngang chn vm

Humidity (relative) m( m tng i)

Hydrated limeVi thu ho

HydrationThu ho xi mng

Hydraulic analysicTnh ton thy lc

Hydraulic cementXi mng thu ho

Hydraulic clearanceTnh khng thot nc

Hydraulic concreteB tng thy cng

Hydraulic designThit k thu lc

Hydraulic free fall hammerBa thu lc ri t do

Hydraulic hammer of simple effectBa hi nc n ng

Hydraulic investigationKho st thy lc

Hydraulic jackKch thy lc

Hydraulic piling equipmentThit b thu lc ng cc

Hydrocarbon concreteB tng hidrocacbon

Hydrologic analysicTnh ton thy vn

Hydrologic investigationKho st thy vn

Hydrostatic pressurep lc thy tnh

Hyperstatic systemH thng siu tnh

Hypestatic moment of prestressingM men tnh nh do d ng lc

Hypestatic, Indetermined staticalSiu tnh

IdentifyNhn dng

Imediate deflectionBin dng tc thi

Immediate replacementThay th khn cp

ImpactLc va chm

ImpactVa chm, va p

Impact due to track irregularLc va chm do ng khng u

Impact effectTc ng xung kch

Impact factorH s xung kch

Impact hammerBa xung kch

Impact testingTh nghim v va p

ImplementationThi cng, thc hin

ImpressionSn lt

In accordance withTng ng vi .. .

in order of priorityTheo trnh t u tin

In order to prevent separation ngn cn s tch ri nhau

Inaccuracy in constructionSai st (khng chnh xc) trong thi cng

Inclined barCt thp nghing

inclined section mt ct nghing

Incremental lauching methodPhng php lao tng t, phng php c y

Incremental push-launching methodPhng php lao y dc

Plasticity IndexCh s do

Inelastic behaviorTrang thi phi n hi

inelastic DeformationBin dng phi dn hi

Influence live for momentng nh hng m men

InfrastructureH tng c s

Infrequent heavy loadTi trng nng bt thng

Initial prestressD ng sut ban u

Initial Setting timeThi gian bt u ninh kt

Initial stressng sut ban u

InjectionTim vt nt

Inlet submerged culvertCng bn p

Inlet unsubmerged culvertCng khng p

Inside radius of curvatureBn knh trong ca ng cong

In-situ concreteB tng c ti ch

Inspectioniu tra (thanh tra)

InstallationLp t thit b

InstallationThit lp, lp t, trang b

Instant loadTi trng tc thi

insulating concreteB tng cch ly

Integral of MohrTch phn Mo

Intennediate diaphragmDm ngang trong nhp

Inter mediat postThanh ng khng lc ca dn tam gic

InterfaceB mt chuyn tip

Interior girderDm pha trong

Intermediate supportGi trung gian (tr cu)

Intermediate valueTr s trung gian

Internal anchorNeo trong

Internal decorationTrang tr ni tht

internal force Ni lc

Internal force redistributionPhn b li ni lc

Internal prestressed concreteB tng ct thp d ng lc trong

Internal vibrationChn ng bn trong

Internal vibratorm trong (vi vo hn hp b tng)

International Construction Standards Tiu chun Xy dng quc t

Interpretation of the dataX l s liu

Interruption of trafficGin on giao thng

Intradosng bin di ca vm

Invert B mng

Inverted L-beamDm ch L ngc

Inverted T sectionMt ct ch T ngc

Inverted T-beamDm ch T ngc

InvestigationKho st

Investigation for bridgesKho st cu

Investigative Hydrological surveyo c kho st thu vn

is multiplied by... c nhn vi

I-sectionMt ct ch I

Isostatic systemH thng tnh nh

JackKch

flat JackKch dt, kch phng

JackingVic kch, vic ko cng ct thp

Jacking deviceThit b kch

Jacking endim u ct thp c ko cng bng kch

Jacking forceLc kch ( ko cng ct thp)

JointKhe ni

Joint tapeBng dnh

Joint, Connection, SpliceLin kt, ni

joint-sealing compoundCht chn khe

Keeping the line operatingGi cho thng tuyn ng

Key block segmenton (t) hp long ca kt cu nhp

Key stoneVin hp long cu vm

Key, Key block, CapstoneCht nh vm (cha kho)

LaboratoryPhng th nghim

Laboratory testingTh trong phng th nghim

Labour,(Labour cost)Nhn cng, tin cng th

Laminate timberG p

Laminated elastomeric bearingGi bng cht do cn

Laminated steelThp cn

Land planingMt bng v tr cng trnh

Lane loading, Lane loadTi trng ln xe

Lane, traffic laneLn xe

LapMi ni chng ln nhau ca ct thp

Large diameter pileCc ng knh ln

Latenal forceLc tc dng t pha bn

Lateral bracingH ging lin kt ca dn

Lateral distribution of the wheel loadsPhn b ngang ca ti trng bnh xe

Lateral earth pressurep lc bn ca t

Lateral reinforcementCt thp bn

Lateral rigidity of the bridge cng ngang ca cu

Lateral tied columnCt c ct ai vung gc vi trc

LatexM cao su

Lattice bridgeCu gin mt co ( c nhiu thanh cho)

LauchingLao cu

LaunchingXi nc h cc

Launching by slidingLao ra bng cch trt

Launching girderDm tm lao cu

Launching girderGi 3 chn lao cu (dng dn)

Launching noseMi dn ( lao cu)

Launching rollerCon ln lao cu

LayerLp

Leaf bridgeCu quay ct (quay nhc ln)+B2479

Lean concrete (low grade concrete)B tng ngho

Legar capitalVn php nh

Length of penetration Chiu di cc h vo t

LevelCao

LevelingCao c

Levelling instrumentMy cao c (my thy bnh)

Levelling pointim cn o cao

Lift bridge; Lifting bridgeCu nng ( theo phng thng ng)

LiftingNng ln (s nng ln)

Lifting bridgeCu nng-h thng ng

Ligature, TieDy thp buc

Light weight concreteB tng nh

Light weight concreteB tng nh

lightweight AggregateCt liu nh

Limit designThit k theo trng thi gii hn

Limit stateTrng thi gii hn

Limit state designTnh ton theo trng thi gii hn

Line of pressineng p lc

Linear deformation diagramBiu bin dng tuyn tnh

Linear distributionPhn b tuyn tnh

Live loadHot ti tm thi

Live loadTc ng bin i

Live load momentM men un do hot ti

Live load, moving loadHot ti

Load capacity of the pile as a structural memberKh nng chu ti ca cc theo vt liu ca cc

Load capacity of the pile to transfer load to the groundKh nng chu ti ca cc theo t nn

Load capacity, Load-carrying capacityKh nng chu ti

Load combinationT hp ti trng

Load combination coefficient (for ...)H s t hp ti trng (i vi ...)

Load distribution, distibution of loadPhn b ti trng

Load due to earth fillTi trng do t p

Load dynamicTi trng dng hc

Load factorH s ti trng

Load factor designThit k theo h s ti trng

Load factor designTnh ton theo h s ti trng

Load Factors for Construction LoadsH s i vi ti trng thi cng

Load Factors for Jacking and Posttensioning ForcesH s i vi lc cng kch v d ng lc

Load stageGiai on t ti

Load testTh ti (th nghim chu ti)

Load test at the siteTh ti hin trng

Load-bearing wallTng chu ti

Load-carrying capacity Kh nng chu ti

Loaded lanes ln xe c t ti

Loaded length in metersChiu di t ti (tnh bng mt)

LoadingXp ti

Loading caseTrng hp t ti

Loading combinationT hp ti trng

Loading conditionsiu kin t ti

Loading cycleChu k t ti ...

Loading on ...t ti ln ...

Loading timeThi im t ti

Loamt st

Local actionTc dng cc b

Local compresionLc nn cc b

Local crushingNn bp cc b ( ch t gi)

Local scourXi cc b

Local scourXi cc b

Local scour at piersXi cc b tr cu

Located pressurep mt cc b

Location of the concrete compressive resultantim t hp lc nn b tng

Location of the resultant im t ca hp lc

Long cable tensioned at two endsCp di c ko cng t 2 u

Long span bridgeCu nhp ln

Longgitudinal reinforcementCt thp dc

longitudinal crackVt nt dc

Longitudinal barThanh ct dc

Longitudinal camber D vng hng dc

Longitudinal center line of the bridgeTrc dc ca cu, Tim dc cu

Longitudinal cracksVt nt dc

Longitudinal distribution of the wheel loadPhn b dc ca ti trng bnh xe

Longitudinal distribution of wheel loadsPhn b theo chiu dc ca bnh xe

Longitudinal drainageThot nc dc

Longitudinal forceLc dc

Longitudinal force - bearing capacity Kh nng chu lc hng dc

Longitudinal jointMi ni dc

Longitudinal reinforcementCt thp dc

Longitudinal sectionMt ct dc

Longitudinal spacing of the web reinforcementKhong cch gia cc ct ai trong sn dm

Longitudinal stiffenerSn cng dc (nm ngang)

Long-term (load)Di hn (ti trng di hn)

Long-term deformationBin dng di hn

Long-term loadTi trng tc dng di hn

Los Angeles abrasion tesTh nghim mi mn Los Angeles

Loss at the anchor, Loss due to anchor slipping, Set lossesMt mt d ng sut lc t mu neo

Loss due to concrete instant deformation due to non-simultaneous prestressing of several strandsMt mt d ng sut do bin dng tc thi ca b tng khi ko cng cc cp ln lt (khng ng thi)

Loss due to concrete shrinkageMt mt do co ngt b tng

Loss of pressed (pressed losses)Mt mt d ng sut

Lost due to elastic shorteningMt mt do co ngn n hi

Lost due to relaxation of prestressing steelMt mt do t bin b tng

Lost due to relaxation of prestressing steelMt mt do t chng ct thp d ng lc

Low alloy steelThp hp kim thp

Low relaxation steelCt thp c t chng thp

Low relaxation steelThp c t chng rt thp

Low relaxation strandCp c t trng thp

Low-densiy concreteB tng t trng thp

Lower chordThanh bin di ca dn

Lower reinforcement layerLp ct thp bn di

Low-grade concrete resistanceB tng mc thp

Low-heat cementX mng t to nhit

Low-strength materialsVt liu cng thp

Lubricant, dowelCht bi trn

LubrificationBi trn

Magnetic particle examinationPhng php kim tra bng t trng

Main beamDm ch

Main bridgeCu chnh

Main diagonalThanh xin ca dn

Main lineTuyn chnh

Main reinforcement parallel to trafficCt thp ch song song hng xe chy

Main reinforcement perpendicular to trafficCt thp ch vung gc hng xe chy

MaintenanceBo dng, duy tu

Maintenance costGi thnh bo dng, duy tu

Maintenance enterprise X nghip duy tu

MaitenanceDuy tu,bo dng

Majlor spanNhp chnh ln

Male coneLi nm neo (hnh chp ct)

ManagementQun l

Manometerng h o p lc

map CrackingBn phn b cc vt nt

MasonryKhi xy

Masonry arch Vm xy

Masonry bridgeCu gch- xy

Masonry bridge Cu khi xy

Masoury archVm gch xy

MassiveKhi xy ln c

MasticMt-tt

Mastic asphaltB tng bi tum c

Material characteristicsc trng cc vt liu

Material grading, Size gradingPhn tch thnh phn ht ca vt liu

Material propertiesc im vt liu

Maximum stroke di di chuyn c ca pittong ca kch

Maximum working pressurep lc cc i

Mecanical characteristicTnh cht c hc

mechanical AnalysisPhn tch c hc

Mechanical bearingGi kiu c kh

Mechanical characteristicc trng c hc

Mechanical connectionneo c hc

Mechanically stabilized earth (MSE) wallsTng chn c neo

Medium relaxation steelCt thp c t chng bnh thng

Medium span bridgeCu trung

Member , ElementCu kin

Member designThit k cu kin

Member subject to shearCu kin chu ct

Member with minimum reinforcementCu kin c hm lng ct thp ti thiu

Membrane theoryL thuyt mng

Mesh analysisPhn tch qua sng

Mesh reinforcementCt thp li

mesured parallel to ...... c o song song vi

Metal shellV thp

MetalisationPhun m kim loi bo v chng r

Meteorology Kh tng hc

Method of concrete curingPhng php dng h b tng

Method of construction, Construction methodPhng php xy dng

MicrocrackVt nt nh li ti

Midspan sectionMt ct gia nhp

Mild steel ...Thp non (thp than thp)

Military loadTi trng qun s

Minimum required bridge elevationCao ti thiu cn thit ca cu

Minimum safety marginNgng an ton ti thiu

MixNho trn

Mix designThit k cp phi

Mix proportionT l pha trn hn hp b tng

MixingHn hp trn

Mixing cycleChu k trn

Mixing plantTrm trn

Mixing speedTc trn

Mixing timeThi gian trn

Mixing waterNc trn

Model analysisPhn tch trn m hnh

Model testingTh nghim trn m hnh

Modified bitumenBi tum ci tin

Modular ratioH s tnh i

Modular ratioT s ca cc m dun n hi thp-b tng

Modulus of compressionM-ddun nn

Modulus of deformationM-un bin dng

Modulus of elasticityM-un n hi

Modulus of rigidityM-dun cng

Modulus of ruptureCng d chu ko gii hn, M-dun ph hu

Moist m

Moist-air curingBo dng bng hi m

Moisture BarrierTm ngn m

Moisture barrierVt t ngn nga m

Moisture content of aggregateo m ct liu

Moisture sandCt m

Moisture-absorptie materialVt liu c tnh ht m

Momen armCnh tay n

Momen-Axial force effort normal diagramBiu tc dng tng h m men-lc dc

Moment along sherter spanM men dc theo nhp ngn ca bn

Moment distributionPhn phi momen

Moment of inertiaM ment qun tnh

MonolithicLin khi

monolithic concreteB tng lin khi ln

Monolithic memberCu kin lin khi

Monolithic prestressed structureKt cu d ng lc lin khi

Monolithic structureKt cu lin khi

MonolithismTnh lin khi

Monostrand jackKch ko cng mt b si xon

MortarVa trt

MortarVa

Mortar flowo chy ca va

Movable bearingGi di ng

Movable bridgeCu di ng; cu quay

Movable capitalVn lu nh

Movable castingThit b di ng b tng

Movable form, Travling formVn khun di ng

Moving construction gio t di dng

Moving forms gio t di dng

Multi-beam deck, multi-beam bridgeKt cu nhp c nhiu sn dm ch

Multicentred archVm nhiu tm

Multiple span bridgeCu nhiu nhp

Multistrand jackKch ko cng cp c nhiu b si xon

Narrow gaugeKh ng hp

Narrow grading Cp phi cht

National coordinate gridLi ta quc gia

National Elevation systemH cao quc gia

Natural plasticCht do thin nhin

Natural scourXi t nhin

Navigable water levelMc nc thng thuyn

Navigation flood levelMc nc thng thuyn

Navigation spanNhp thng thuyn

Navigational clearanceTnh khng thng thuyn

NeedleGhi

negative ReinforcementCt thp m; ct thp chu m men m

Neutral AxisTrc trung ho

Newly laid concreteB tng ti

NodeNt (trong mng li)

Nominal diameterng knh danh nh

Nominal moment strength of a sectionSc chu mmen danh nh

Nominal sizeKch thc danh nh

Nominal strengthCng danh nh

Nominal valueTr s danh nh

non-air-entrained concreteB tng khng cun kh

Non-centred prestressingD ng lc lch tm

Nondestructive testingTh nghim khng ph hoi

Non-destructive testing methodPhng php th khng ph hy mu

nonprestressed ReinforcementCt thp khng d ng lc

Non-prestressed reinforcementCt thp thng (khng d ng lc)

nonreversible DeformationBin dng khng th hi phc

Non-shrinkage mortarVa khng co ngt

Non-simultaneity of jackingKo cng khng ng thi

Normal relaxation steelThp c t chng thng thng

Normal stressng sut php

Normal weight concrete, Ordinary structural concreteB tng trng lng thng thng

normalweight Aggregate, Ct liu trng lng thng thng

NorminalDanh nh

no-slump concreteB tng khng st

NotationK hiu

Oblique bridgeCu xin

of cast ironBng gang c

of laminated steelBng thp cn

On-bearing free rotationQuay t do trn gi

On-bearing sectionMt ct trn gi

One-way spaning direction slabBn c nhp theo mt hng (bn 2 cnh)

On-pier segmenton (t) kt cu nhp bn trn tr

Open channelRnh thot nc ni

Open frameKhung kiu cng (khung h)

Opening bridgeCu ng -m

Opening the tenderM n u thu

Open-Truss bridgeCu dn m h

Operating bridgeCu cng tc

Operational bottlenecks on the lineTc nghn hot ng trn tuyn

OptimisationTi u ha

Orthotropic deckMt cu bn trc hng

Orthotropic deskBn mt cu trc hng

OrtthogonalTrc giao, vung gc vi nhau

OscillographMy o ghi dao ng

Outlet submerged culvert Cng c p

Outside diameterng knh ngoi

OvalHnh dng tri xoan, hnh oval

Over loadQu ti

Overall depth of memberChiu cao ton b ca cu kin

Overall dimensionKch thc bao ngoi

Overall width of bridgeChiu rng ton b cu

OverlapNi chng

Overload provision phng qu ti

Overpasse, Passage superieureCu vt (Viaduct)

Over-reinforced concreteB tng c qu nhiu ct thp

OverstressingKo cng qu mc

Overturning forceLc lt

Overturning momentM men lt

OwnerCh u t

OwnerNgi gi thu

PaintSn

PanelKhoang

ParapetThanh nm ngang song song ca ro chn bo v trn cu (tay vn lan can cu)

Parapet Lan can

Parapolic archVm parabol

Parapolic cable traceng trc cp dng parabole

Partial prestressing ...Ko cng ct thp tng phn

Partial safety factorH s an ton tng phn

Passive anchorNeo th ng

Passive crackVt nt th ng

Past flood dataD liu v l lt xy ra

patterned Ashlar o xy

Peak flood dischargeLu lng nh l

PedestrianNgi i b

Pedestrian bridgeCu i b

Pedestrian loadTi trng ngi i b

Pedestrien loadTi trng trn va h

PenetrationThm, thm nhp

PenetrationXuyn qua

Perforated cylindrical anchor headu neo hnh tr c khoan l

Perimeter of barChu vi thanh ct thp ...

Period of vibrationChu k dao ng

Peripheral weldMi hn theo chu vi

Permanent combinaisonT hp thng xuyn

Permanent loadTi trng tnh (ti trng thng xuyn)

Permeability thm thu, thm

Permissible shear stressng sut ct cho php

Photoelastic analysisPhn tch quang n hi

Pickc (bng chong)

PierTr

Pier archVm m cu

Pier noseMi cc

Pier spacingKhong cch gia cc tr cu

Pier, Intermediate supportTr cu

PigmentBt mu ( fa sn)

PileCc

Pile bent pierTr cc

Pile bottom levelCao chn cc

Pile CapB cc

Pile capm u cc

Pile capM cc, m u cc

Pile columnCt ng

Pile culvertCng trn

Pile drive; Pi;ing rigGi ba ng cc

Pile foundationMng cc

Pile shoePhn bc thp gia c mi cc

Pile testTh nghim cc

pilingng cc

Pilot tunnelHm dn

Pin holeL cht

Pinned joint, Pin connectionLin kt cht

Pipe bridgeCu cho ng ng

Pipe pile, hollow shell pileCc ng

Pivot bridgeCu quay

Plain barCt thp trn

plain concreteB tng thng ( khng ct thp)

Plain concrete, Unreinforced concreteB tng khng ct thp

Plain round barCt thp trn trn

Plain sectionMt ct c

PlanMt bng, k hoch

PlasterThch cao

Plastic analysisPhn tch do

Plastic coated greased strand enveloppes cableCp gm cc b si xon bc trong cht do

plastic Cracking, Vt nt do

plastic HingeCht do

Plastic shrinkage cracjVt nt do co ngt do

Plastic shrinkage CracksNt do co ngt do

Plasticity indexCh s do

Plastifying agentCht ha do

PlateThp bn

Plate bearingGi bn thp

Plate girder bridgeCu dm bn

PlywoodG dn (vn khun)

Point LoadTi trng tp trung

Point-bearing pileCc chng

Poissons ratioH s pot-xng

polymer concreteB tng polyme

Pontoon bridgeCu phao

Pontoon bridge Cu phao

Pontoon swing bridgeCu phao c phn quay

Poor state of maintenanceTnh trng bo dng duy tu km

Porosity xp rng (ca b tng)

Porous concreteB tng rng

Portal bridgeCu khung chn xin

Portal bridgeCu c tr nghing

Portland cementXi mng Pooc-lan

Portland-cement, Portland concreteB tng ximng

positive ReinforcementCt thp dng ( Ct thp chu m men dng)

Positive upwardDu dng ly hng ln trn

Posttensioned beamDm d ng lc ko sau

Posttensioning (apres betonage)Phng php ko cng sau khi b tng

Practising engineerK s thc hnh

Preblocked plugNt neo chm sn trong mu neo th ng

PrecastCh to sn

precast concreteB tng c sn

Precast concreteB tng c sn

Precast concrete pileCc b tng c sn

Precast memberCu kin c sn

Precast pileCc c sn, cc ch sn

Precasting YardXng c sn kt cu b tng

Preliminary designD n s b ( n s b)

Preliminary designThit k s b

Preliminary investigationKho st s b

Preliminary studyNghin cu s b trc

Prequali fication in such a mamner thatThm nh trc ... theo cch m ...

Prequali fication procedureTh tc thm nh trc

PressureLc y,lc y ngang

Pressure distributionPhn b p lc

PrestressD ng sut

prestressed concreteB tng d ng lc

Prestressed concreteB tng ct thp d ng lc

Prestressed concrete pileCc b tng ct thp d ng lc

Prestressed pileCc d ng lc

Prestressed tieCt ai d ng lc

Prestressed ZoneVng c d ng lc

PrestressingKo cng

Prestressing bedB ko cng ct thp d ng lc

Prestressing by stagesKo cng ct thp theo tng giai on

Prestressing forceD ng lc

Prestressing jackKch to d ng lc

Prestressing steelThp d ng sut

Prestressing steel, cableCt thp d ng lc

Prestressing teel strandCp thp d ng lc

Prestressing timeThi im ko cng ct thp

Pretensioned beamDm d ng lc ko trc

Pretensioning (avant betonage)Phng php ko cng trc khi b tng

principal ReinforcementCt thp ch

Principal stressng sut chnh, ng sut ch

Prismatic memberCu kin hnh lng tr

Probabilistic designThit k theo xc xut

Probability theory of safetyL thuyt xc sut v an ton

Probablistic Design,Thit k theo ng li xc xut

Probe of penetrationMu th xuyn

ProbingLy mu th

ProductSn phm

ProductionSn xut

Production costGi thnh ch to

Production supevisionKim tra trong qu trnh sn xut

Profile steelDm thp cn ng hnh

ProhabityXc sut

Project n

Project levelCp d n

Prospecting agentCht bo v

Protection against abrasionBo v chng mi mn

Protection against corrosionBo v ct thp chng r

Protection against scourBo v chng xi l

Protective concrete cover Lp b tng bo h

Protective layer Lp bo v

ProviderNgun cung cp vt t, my mc

Publish an anouncement of preminiary selectionThng bo u thu

Pull-back draw bridgeCu di ng (ng-m) kiu tin -li

Pump Bm (my bm)

pumped concreteB tng bm

Pumping concreteB tng bm

Pure compressionNn thun ty

Pure Flexion beamDm chu un thun ty

Pure flexioneUn thun ty

Pure mechanics, Theorical mechanicC hc l thuyt

Pushing machineMy y cp vo trong ng cha cp

Put in the reinforcement caset vo trong khung ct thp

Puzzolanic admixture, Puzzolanic materialPh gia puzolan

PyloneCt thp (ca h treo)

Quasi-permanent combinaisonT hp hu nh thng xuyn

Radial forceLc hng tm

Radiography methodPhng php kim tra bng tia phng x

Radius of curveBn knh cong (bn knh on ng cong)

railingLan can, Hng ro

RailingLan can trn cu

Railing loadTi trng lan can

rail-steel ReinforcementCt thp bng ray

Railwayng st

railwayng st

Railway bridge, rail bridge; railroad bridgeCu ng st

Railway overpasseCu vt qua ng st

Raiway gauge, Width of trackKh ng st

RamQu ba

Rapid testing kitDng c th nghim nhanh

Ratio of non- prestressing tension reinforcementT l hm lng ct thp thng trong mt ct

Ratio of prestressing steelT l hm lng ct thp d ng lc

Reach (of vibrator)Bn knh tc dng ca m di

ReactionPhn lc

rebound HammerSng bt ny ( th cng b tng)

Rebound numberS bt ny trn sng th b tng

Rebound of pile chi ca cc

Reception controlKim tra nghim thu

Record of test pilesBo co th nghim cc

Rectangular memberCu kin c mt ct ch nht

Rectangular sectionMt ct ch nht

Rectangular slab simply supported along all four edges by beamsBn ch nht gi gin n trn bn cnh ln cc dm

recycled concreteB tng ti ch

Reedle vibratorm di ( m b tng)

Rehabilitationi tu

Reinforced concreteB tng ct thp thng

Reinforced concrete beamDm b tng ct thp

Reinforced concrete box culverts Cng hp b tng ct thp

Reinforced concrete bridgeCu b tng ct thp thng

Reinforced concrete culvert Cng b tng ct thp

Reinforced concrete deckMt cu b tng ct thp

Reinforced masonryKhi xy c ct

ReinforcementCt thp; Ct

Reinforcement groupNhm ct thp

Reinforcement ratioT s ct thp; Hm lng ct thp

Relative humidity m tng i

Relative rotationChuyn v quay tng i

RelaxationT chng

Release agentCht tho khun

Removal of the concrete coverBc lp b tng bo h

Renforced concrete bridgeCu b tng ct thp thng

Repair methodPhng php sa cha

Replacement costGi thnh thay th

Representative curve of ...ng cong biu din th ca ...

Representative spicementMu th i din

Required qualityCht lng mong mun

Required tension of the tendonng sut yu cu (ca cp d ng lc)

ResettlementTi nh c

residual DeformationBin dng d

ResultantHp lc

Resultant of cohesionHp lc dnh

Resultant of frictionHp lc ma st

Retaining structureKt cu tng chn

Retaining wallTng chn

Retaining wallTng chn t

retardLm chm li

RetarderPh gia chm ha cng b tng

Retarding AdmixturePh gia gim tc, PG chm ninh kt

Retrait deformationBin dng do co ngt

RevetedTn inh

Rib ...Gn, sn (ca bn)

Ribbed plateThp bn c gn

Righting momentMmen gi chng lt

Rigid connectionLin kt cng

Rigid connectorNeo cng

Rigid frame bridgeCu khung cng

Rigid frame with hingesCu khung T c cht

Rise of areng tn vm

River training workChnh tr dng sng

river training worksCng trnh chnh dng sng

Rivetinh tn

Riveted girderGi lao dm Dm tn inh

Roadng b

Road bridgeCu -t, cu ng b

Road safetyAn ton lao ng

Roadway widthChiu rng phn xe chy

Roadway, CarriagewayPhn ng xe chy

RockNn

Rock, stone

Rolled cement concreteB tng xi mng lu ln cht

Roller bearingGi con ln

Roller bearingGi con ln

roller-compacted concreteB tng m cn ( bng xe lu)

Rolling impactLc va chm do xe chy lc l

RotationQuay

Round steel tubeng thp hnh trn

rounded aggregatect liu si

Rubber bearing, neoprene bearingGi cao su

RuberCao su

Rupture limit of the prestressed steelGii hn ph hy ca ct thp d ng lc

Safety deviceThit b an ton

Safety factorH s an ton

Safety railingHng ro chn an ton

Safey fieldPhm vi an ton

SampleMu th

Sample taken out from the actual structureMu th ly ra t kt cu tht

SandCt

Sand asphaltB tng nha ct

Sand cementCt gia c ximng

Sand concreteB tng ct

Sand drain,sand pileGing ct , cc ct

sand-gravel aggregatect liu ct-si

Sandlight weight concreteB tng nh c ct

SaudureMi hn

Scaffold, scaffolding gio, dn gio

ScaleT l (trong bn v)

schmidt HammerSng bt ny kiu Schmith ( th cng b tng)

Scop, fieldPhm vi

ScourXi l

Scour estimationTnh ton d bo xi

Scouring depthChiu su xi

scrape, to gradeSan nn,dn mt bng

SealingBt kn, lp kn

Sealing coatLp cch nc

Secondary moment due to prestressingM men th cp do d ng lc

Section at supportMt ct gi

Section geometryDng hnh hc ca mt ct

Section modulusMmen khng un ca mt ct

Section modulus of top fiber refered to center of gravityMmen khng un ca th trn cng i vi trng tm mt ct

Section modulus with respect to top (bottom) fibersMmen khng un ca mt ct i vi th trn cng (di cng)

Section of maximum momentMt ct c momen cc i

SedimentaryTrm tch

Segmenton dm, khc dm

Segmentt,on (ca kt cu)

Segment weightTrng lng on (t kt cu)

Segmental archVm nhiu t

Segmental box girderDm hp nhiu t

SegregationPhn tng khi b tng

Seismic forceLc ng t

Self weight, own weightTrng lng bn thn

Semi probability theoryL thuyt na xc sut

Semi-circular archVm na trn

Semi-eliptical archVm na elip

Sensitivity, Sensitiveness nhy cm

SeparationS phn cch

SeperatorDi phn cch

Service ability limit stateTrng thi gii hn khai thc

Service bridgeCu cng v

Service dead loadTnh ti khai thc

Service live loadHot ti khai thc

Service LoadTi trng khai thc

Service loadTi trng khai thc

Service Load DesignThit k theo ti trng khai thc

Service load designTnh ton theo ti trng khai thc

Serviceability limit state of crackingTrng thi gii hn khai thc v m rng vt nt

Setllement ln

Setting timeThi gian ninh kt

SettlementLn

Settlement shrinkageCo ngt ln

Severe crackingNt nghim trng

sewerRnh thot nc ngm

Shape steelThp hnh

ShearCt thun ty

Shear capacity of the sectionKh nng chu ct ca mt ct

Shear carried by concreteLc ct do phn b tng chu

Shear connectorNeo ca dm lin hp

Shear deformationBin dng do lc ct

Shear due to dead loadLc ct do tnh ti

Shear due to live loadLc ct do hot ti

Shear forceLc ct

Shear limitGii hn ct trt

Shear modulusM-un ct

shear ReinforcementCt thp chu ct

Shear reinforcementCt thp chu ct

Shear stressng sut ct trt

Shearing crackVt nt do ct

ShedNh kho c mi che

Sheet pileCc vn, cc vn thp

Sheet pile wall,sheetpilingCc vn

Shop weldingHn trong xng

Short cable tensioned at one endCp ngn c ko cng t mt u

Short span bridgeCu nhp ngn

ShorteningS co ngn

Short-term (short load)Ngn hn (ti trng ngn hn)

Short-term loadTi trng tc dng ngn hn

ShotcreteB tng phun

ShotcreteB tng (Va phun)

ShoulderVai ng

ShrinkageCo ngt

Shrinkage crackVt nt do co ngt

shrinkage Crack,Vt nt co ngt

Shrinkage crackingS nt do co ngt

Shrinkage limitGii hn co ngt

Shrinkage lossMt mt d ng sut do co ngt

shrinkage ReinforcementCt thp chng co ngt

Shrinkage reinforcementC thp chng co ngt

Shrinkage stressng sut co ngt

Shrinkage, plasticCo ngt do

Side form Vn khun

Side walk coverLp ph mt va h

Side wallTng cnh (vung gc)

Side wallTng cnh ngc

Sidewalk live loadHot ti tc dng trn va h

Sidewalk, footwayVa h trn cu

Sieve AnalysisPhn tch qua sng

Simple beamDm n gin

Simple bridgeCu 1 nhp n gin

Simple shearCt thun ty

Simple supported beam bridge Cu dm gin n

Simple tensionKo thun ty

Simply supported beam, simple spanDm gi gin n

Simply supported spanNhp gi gin n

Single lane bridgeCu mt ln xe

Single pileCc n

Single plane system of cablesH cp 1 mt phng

Single wire, Individual wireSi n l (ct thp si)

Single-track bridgeCu 1 ng, Cu ng n

Single-track railway bridgeCu ng st n

SiteCng trng

SkewCho, xin

Skew bridgeCu xin ,cu cho

Skew bridgeCu xin, cu cho

Skin reinforcementCt thp ph t gn st b mt

SlabBn

Slab bridgeCu bn

Slab bridgeCu bn

Slab culvertCng bn

Slab reinforced in both directionsBn t ct thp hai hng

Slab reinforcementCt thp bn mt cu

Slab simply supported along all four edges by beamsBn gi gin n trn 4 cnh ln cc dm

Slab-stringer bridgesCu dm ghp bn

SlagX l cao

Slag cementXi mng x

Slender beamDm mnh

Slender columnCt mnh

Slenderness mnh

Sliding agentCht bi trn ct thp d ng lc

Sliding bridgeCu di ng trt

Sliding form; SlipformVn khun trt

Sliding frictionMa st trt

Sliding jack on teflonKch trt trn teflon

Sliding jointLin kt trt

Sliding massKhi t trt

Sliding plateTht trt ca gi

Slipping bearingGi trt t do

SlopeMi dc

Slope failureMt n nh mi dc

Slope stabilityn nh mi dc

Slump st (hnh nn) ca b tng

Slump coneKhun hnh nn th st b tng

Slump lossMt st

Slump testTh nghim st

SlurryVa lng

Soilt

Soil cementXi mng t ( t gia c xi mng)

Soil pressurep lc t

Soil profileMt ct a cht

Soil stabilizitionn nh t

Soild conditionsiu kin t

Solid volumeTh tch c

Soundingiu tra bng phng php sng m

Spacing FactorH s khoang cch

Spacing of prestressing steelKhong cch gia cc ct thp d ng lc

Spacing, distanceKhong cch

Spalled concreteB tng b tch lp (b bc lp)

Spalling stressng sut ch

SpanNhp, khu

Span by span methodThi cng cu theo cch ln lt tng nhp lin tip

Span endu nhp

Span lengthChiu di nhp

Span/depth ratioT l chiu di nhp trn chiu cao dm

Spans flexibility coefficientH s mm ca cc nhp

Specific gravityT trng, Trng lng ring

Specific surfaceT din

Specification of loadingQui trnh ti trng

Specification, CodeQui trnh

SpecimenMu th

Spillway bridgeCu trn p nc trn

Spiral reinforced columnCt c ct thp xon c

Spiral ReinforcementCt thp xon c; Ct thp dng l so

Spiral reinforcementCt thp xon c

SpliceNi ghp, ni di ra

Splice plat, scabBn ni ph

Splicing methodPhng php ni cc

Spot-weldHn chm

Sprayed concrete, Shotcrete,B tng phun

Spread footingMng b

Square sectionMt ct vung

Stability n nh

Stable crackVt nt n nh

Standard hookMc un tiu chun

StateTrng thi

Static equilibrumCn bng tnh hc

Static loadTi trng tnh

Static modulus of elasticityM-un n hi tnh

Statical forceLc tnh

Statical moment of cross section are about (or below) the level being investi-gated for shear about the centriodM men tnh ca phn mt ct bn trn (hoc bn di) ca th ang xt chu ct ly i vi trc trung ho

Statically indeterminate structureKt cu siu tnh

Statistical method of analysisPhng php phn tch thng k

Stay cableCp treo xin (ca h dy xin)

Steel arch bridgeCu vm thp

Steel bridgeCu thp

Steel elongation dn di ca ct thp

Steel gider bridgeCu dm thp

Steel H pileCc thp hnh H ...

Steel percentageHm lng thp trong b tng ct thp

Steel pipe filled withng thp nhi b tng

Steel pipe pile, tubular steel pileCc ng thp

Steel stress at jacking endng sut thp u kch ko cng

Steel trowelBay thp ( trt va)

Steel truss bridgeCu dn thp

Steel with particular propertiesThp c tnh cht c bit

StemTng trc ca tng chn t

Stiffened anglesNeo bng thp gc c sn tng cng

Stiffned suspension bridgeCu treo dy vng-dm cng

Stiffness cng

Stiffness FactorH s cng

Stiffness factorH s cng

Stiffness matrixMa trn cng

StirrupCt thp ai

Stirrup,link,lateral tieCt thp ai (dng thanh)

stone bridgeCu

Stone dustBt

Stone masenryKhi xy

Straight bridgeCu thng

Straight reinforcement Ct thp thng

Straight-line theoryL thuyt bin dng thng

StrainBin dng ca cc th trn mt ct, ng bin

StrainBin dng

StrandB si xon, B xon 7 si thp

StrandB xon 7 si thp

Stream cross sectionMt ct ngang dng nc

Stream flow pressurep lc ca dng nc chy

Stream flow,Tream currentDng nc chy

Stream locomotiveu my hi nc

Strenghening steelThp tng cng

StrengthCng

Strength capacity reduction factorH s gim kh nng chu lc

Strengthening of bridgesTng cng cu

Strengthening reinforcementCt thp tng cng thm

Stressng lc

Stress

Stress at anchorages after seatingng sut ct thp d ng lc st neo sau khi tho kch

Stress concentrationTp trung ng sut

Stress distributionPhn b ng sut

Stress due to dead loadsng sut tnh ti

stress RelaxationT chng ng sut

Stress, unit stressng sut

Stressing equipmentThit b ko cng

StringerDm dc ph

StringerSn tng cng ng ca dm

Stringer ,longitudinal beam,longitudinal member Dm dc

Structural analysisC hc kt cu; Phn tch kt cu

Structural capacity of pileSc chu ti ca cc theo kt cu

structural concreteB tng kt cu

Structural defectKhuyt tt ca cng trnh

Structural integrity lin (nguyn) khi ca kt cu

Structural steelThp kt cu

Structural testingTh nghim kt cu

StructureKt cu khung, sn

Strut-framed bridgeCu khung kiu nnh chng; cu nnh chng

StudNeo kiu inh

Stud shear connectorNeo kiu inh (ca dm thp lin hp b tng)

SubbaseLp lt mt nn ng

Sub-dyke ph

SubgradeNn t ca ng

Subsoil water, Underground waterNc ngm

SubstructureKt cu bn di

SubstructureKt cu phn di

SuccessiveNi tip nhau

SuperelevationSiu cao

superimposed LoadTi trng t thm ( gia ti)

SuperplasticizePh gia siu ho do

Superplasticized concreteB tng siu do

SuperstructureKt cu bn trn

SuperstructureKt cu phn trn

Supervision of constructionGim st thi cng

SupplyCung cp, cung ng

Supply at the siteCung ng n chn cng trnh

Supply contractHp ng cung cp

Support momentM men gi theo nhp di ca bn

Support reactionPhn lc gi

Supported type abutment M nh

Supporting beamDm bn

Supporting capacity of soil for the pileSc chu ti ca cc theo t

Supporting power of pile Supporting capacity of pile ; Load-carrying capacity of pileKh nng chu ti ca cc

SupportsM tr cu (ni chung)

Surface actionTc dng b mt

Surface of slidingMt trt

Surface tensionKeo trn b mt

Surface vibratorm trn mt

Surface voidR b mt

Surface water protectionChng m cho b mt

Surface weightTrng lng tnh cho mt n v din tch

Surface-active Agent Ph gia hot tnh b mt

Suspended spanNhp eo

Suspender Dy cp treo

Suspender ,bracketCng son

Suspension bridgesCu treo dy vng

Swing bridgeCu quay

SymetricallyMt cch i xng

Synthetic plasticCht do nhn to

Synthetic resinKeo tng hp

T sectionMt ct ch T

Tamperm, chy

Tampingm b tng cho cht

T-beam, T-girderDm ch T

Technical solutionGii php k thut

Technology transferChuyn giao cng ngh

Temperature changeThay i nhit

Temperature effectnh hng ca nhit

temperature ReinforcementCt thp chu ng sut do nhit

temperture CrackVt nt do nhit

Templatem

Temporary bridgeCu tm thi

Temporary constructionCng trnh ph tm thi cng

Temporary instructionCh dn tm thi

Temporary non-grouted cableCp tm khng p va

Temporary stressng sut tc thi

Tender documentsTp iu kin u thu

TendonCt thp d ng lc ( cp hoc thanh)

Tendon path crackingVt nt dc theo ng cp DL

Tendon profileS trc cp d ng lc

Tensile strengthCng chu ko

Tensile strength at 28 days ageCng chu ko ca b tng 28 ngy

Tensile stressng sut ko

Tensile test machineMy th ko

tension ReinforcementCt thp chu ko

Tension reinforcementCt thp chu ko

Tension zone in concreteKhu vc chu ko ca b tng

Tensioning (tensioning operation)Cng tc ko cng ct thp

TestTh nghim

Test cube, cubeMu th khi vung b tng

Test curve (strain-stress)ng cong thc nghim

Test dataS liu th nghim

Test exampleMu th kim tra

Test example during executionMu th kim tra trong qu trnh thi cng

Test in place, In-situ testTh nghim kim tra ti ch

Test loadTi trng th

Test loading on bridget ti th ln cu

Test methodePhng php th

Test pileCc th

Test trainon tu th ( th cu)

Testing device, Testing instrumentDng c o, my o

Testing to failureTh nghim n lc ph hoi

Tetron bearingGi ttrn

The 10% exceedance design water levelMc nc thit k vt qu 10%

The 100-year design flood dischargeLu lng l thit k 100 nm

The most sollicited sectionMt ct chu lc bt li nht

the most unfavorableBt li nht

The rise span ratioT s ng tn/nhp ca vm

Theoretical estimationc lng bng l thuyt

Theory of linear creepL thuyt t bin tuyn tnh

Thermal effectHiu ng nhit

Thermal ExpansionGin n do nhit

Thermal expansion and constructionCo dn do nhit

Thermal forceLc do nhit

Thermal gradientGradien nhit

Thermal stressng sut do nhit

ThicknessChiu dy

Three-articulation archVm 3 cht

Through bridgeCu c ng xe chy di

Through bridgeCu i di

Through crack Vt nt xuyn

Through plate girderDm bn c ng xe chy di

Through truss bridgeCu dn c ng xe chy di

Tide amplitudeBin thu triu

Tide battenThc o thu triu

tieCt ai

TieThanh ging

Tied archVm c thanh cng

Tightness (water tightness) kht kn khng r nc

Timber bridgeCu g

time-dependent DeformationDng ph thuc thi gian

Time-dependent deformationBin dng theo thi gian

to adapte, adaptationThch ng vi, thch nghi vi ...

to brush cleanChi sch

to calculate, to compute Calculation, ComputingTnh ton

to carry outTin hnh, thc hin

to carry out without interrupting trafic flow on the bridgeThi cng m khng lm ngng thng xe qua cu

to cast,(casting) b tng (s b tng)

to interpolate linearlyNi suy tuyn tnh

to meet the requirementsp ng cc yu cu

to mix, MixingTrn, pha trn

to mix, MxingKhuy trn

to remove the jackTho kch ra

To ship pile headp u cc

to stand without failureChu ng c m khng hng

to strengthen, to reinforceTng cng

to subject, to load, to withstand, to carry, to bear, to resistChu ti

to useDng

to vary linearlyThay i mt cch tuyn tnh

To vary over a wide rangeThay i trong phm vi rng

Tolerance in constructionSai s cho php (dung sai) trong thi cng

Tolerance ToleranceDung mi, Dung sai

Toll PlazaTrm thu ph giao thng

Toll bridgeCu c thu ph giao thng

Toll Roadng thu ph giao thng

Toll-free bridgeCu min thu ph giao thng

Top chordThanh bin trn ca dn

Top fiberTh trn

Top flange,Top slabBn cnh trn

Top lateralThanh ging cho mc thng ca dn

Top lateral strutThanh ging ngang mc thng ca dn

Top reinforcementCt thp bn trn (ca mt ct)

Top road bridgeCu c ng xe chy trn

Top slabBn trn nh

Top slab of boxBn np hp

Topographic surveyo c a hnh

Topographic surveyKho st a hnh

TorsionXon

Torsion memberCu kin chu xon

Torsional stability n nh xon

Torsional stiffness cng chng xon

Torsional stiffness cng chng xon

TosbouKhoan

Total angular change of tendon profile from anchor to point XTng cc gc un nghing ca ct thp d ng lc khong cch x k t mu neo

Total angular change of tendon profile from jaching end to point xTng cc gc un ca ng trc ct thp d ng lc t u kch n im x

Total load on all axiesTng ti trng ln mi trc xe

Total shrinkage co ngt tng cng

TractionLc ko

Tractor truckXe ti ko r-mooc

Traffic lane unitn v ln xe

Traffic signBng bo hiu

Train serving the lineon tu chy thng xuyn trn tuyn

Transfer of stress momentThi im truyn ng sut

Transformed areaDin tch tnh i

Transition slabBn qu

Transition stageGiai on chuyn tip

Transmission length for pretensioningChiu di truyn d ng lc ko trc

transverse CracksVt nt