OT Vsl Retained Earth
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VSOL - VSL RETAINED EARTH
DESIGN &ENGINEERINGSUPPLYINSTALLATIONMONITORING
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2 V S o L V S L R E T A I N E D E A R T H
Worldwide networkVSL operates through a worldwide network of35 subsidiaries, supported by manufacturingfacilities in Europe and Asia. The Groupprovides technical consultancy and servicesthrough its 4,100 employees, including morethan 1,000 engineers and technicians. It covers the full range of work from projectplanning (including development of preliminarydesigns and alternative design proposals) tospecialised construction operations. In thefield, VSL works mainly using its own workforceand equipment.
More than 50 years of engineering experienceVSLs specialist construction systems havebeen used throughout the world since 1956and have earned an excellent reputation forquality and reliability. This has made VSL arecognised leader in specialist constructionmethods and associated engineering works.
Shaping a better lifeFor VSL, sustainable development meansstriking a balance in its business modelbetween the economic profitability of its
VSoL - DELIVERING HIGH-PERFORMANCE
operations and their social and environmentalimpacts. This commitment is formalised intothe VSL Sustainable Development programme,which focuses on safety, use of fewer scarcematerials and less energy as well as reducedproduction of pollution and waste.
VSL guided by a strong QSE cultureVSLs leading position in the industry is basedon a rigorous and committed quality culture.Its Quality, Safety & Environment policyprovides a strong focus for every service that isprovided. Local teams ensure co-ordination ofactions, encourage sharing of experience andpromote best practices, with the aim ofcontinuously improving performance. In VSLsculture, employees are vitally important to thecompetitiveness and prosperity of thecompany. VSL is committed to maintaining thehighest levels of client satisfaction and safetyfor personnel.
The VSL Academy a unique trainingfacility for VSoL wall constructiontechniquesEnsuring the highest levels of competence is akey focus. VSL applies the principles of
Highway A8, Spain - 2005
continuous learning and training, together withthe sharing of best practices throughout thenetwork. Foremen, supervisors and siteengineers benefit from centralised training atthe VSL Academy, where they are taught bestpractice in all aspects of VSoL wall construction.
VSoL - one of VSL Groups leading brandsThe VSoL wall system is recognised as arevolutionary technique in the field of retainedearth wall construction. VSoL, a registered trademark of the VSLGroup, provides customised solutions adapted
A strong QSE culture
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V S o L V S L R E T A I N E D E A R T H 3
VSoL - a comprehensive solutionVSL assists clients and their consultants atall stages of a project from feasibilitystudies to project completion. Preliminarydesigns, cost estimates and constructiondetails as well as detailed designs,drawings and specifications are madeavailable to assist clients in selecting theoptimum solution for their projects.
The VSoL wall system can be tailored tosuit each customers requirements andVSLs services range from the design andsupply of the specialist materials rightthrough to a complete contractualarrangement for the partial or full scope ofwall installation. Services may include: Feasibility studies Design and detailing Precasting Installation and backfilling Monitoring Complete turnkey projects,
from design to complete wall construction
CE SOLUTIONS FOR MORE THAN 30 YEARS
to the clients technical and architecturalrequirements. The specialist know-how of VSLsengineers provides the foundation for thesuccess of the VSoL wall system, whichcombines reliability with ease of construction.
VSoL - a versatile solution for retaining wallsThe VSoL wall system is a cost-effective,high-performance retaining wall system thathas proven its excellence in a wide variety ofapplications. Since its development in the early 1980s, theVSoL wall system has been used extensivelyworldwide to provide cost-effective andaesthetically appealing retaining wall solutionson a wide range of infrastructure projects. TheVSoL wall system combines concrete facingsand soil reinforcement made from welded wiremesh or VStrips, VSLs polymeric strips,installed into compacted fill to form a coherentretained earth block which resists forcesgenerated within and behind the wall. The system is widely used for projects rangingfrom general grade-separation retaining wallsto highway bridge abutments and miningstructures. In addition to its high level of
performance, the VSoL wall system is veryeconomical and is easy and rapid to install, withonly three primary components. The use offactory-produced elements combined withspeedy erection results in a high-quality wallfinish that is achieved with cost savings of up to50% compared to traditional wall systems.
Unlimited applicationsThe VSoL wall system meets projectrequirements for projects in both the privateand public engineering sectors. Owners,engineers and contractors worldwide make useof VSoL for the construction of many types ofstructures, whether temporary or permanent,and various backfill soils and foundationconditions can be accommodated in the design.Straight, curved, tiered, superimposed or back-to-back walls can all be catered for in a widevariety of site conditions. Urban, marine, mountainous and flood-pronesites can all be accommodated thanks to thedesign flexibility of the VSoL wall system.
Mont Saint-Michel, France - 2012
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2. ReinforcementThe reinforcing elements are either steelladders or polymeric VStrips. The reinforcement develops a high soil toreinforcement interaction and pull-outresistance, ensuring stability, excellentalignment and reliable performance. Thereinforcing elements tie the facings into thesoil mass and resist the horizontal soil forcesgenerated both within and behind the wall.
4 V S o L V S L R E T A I N E D E A R T H
1. FacingsFacings are structural elements which retainand confine the backfill material and are tiedto the reinforced fill by the mesh ladders orVStrips. Different types of facings are available to suitproject individual requirements: Concrete finishes of different shapes,
textures and colours Steel mesh facings, which may be filled with
rock for a natural stone finish Vegetated surfaces, incorporating geotextiles
for containment and facing panels whichretain the soil, root systems and irrigationneeded to sustain the vegetation which willgrow to cover the entire wall surface.
VSoL - HOW IT WORKSA VSoL wall combinesgranular backfill materialand reinforcement which can be either steel mesh orpolymeric VStrips. These areinstalled behind facingpanels, which arecustomised for the project.The combination of thesethree primary materials inthe VSoL system creates a durable and very stableretaining wall.
VSoL wall with VStrip reinforcement
Concrete panel facing
Stone facing
Green wall facing
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V S o L V S L R E T A I N E D E A R T H 5
3. Reinforced fillThe reinforced fill material in a VSoL wall ischosen to meet both system requirements andproject specifications. Such requirements covergradation, shear strength, permeability, pHand electrochemical properties.VSoL walls are typically built using granularmaterial with less than 15% fines (< 80m)and a maximum particle size of 150mm,although fills outside this specification can beassessed on a project-by-project basis. VSoL walls are often built using fill materialssourced on the site, making the wall an evenmore cost-efficient and environmentallyfriendly solution.
Simple and rapid installationThe simplicity of the installation method coupled withrapid reinforcement connections ensures cost-effectivewall construction. VSoL walls are easily constructed: 1. Casting of mass concrete levelling pads, generally
measuring 300mm x 150mm and un-reinforced;2. Erection and alignment of the first row of half-height
and full-height facings; 3. Installation of joint and drainage materials;4. Fill placement and compaction up to the level of the
first layer of reinforcement in 300mm steps; 5. Installation of reinforcement and the connections to
the facings; 6. Placing and compaction of additional layers of fill up
to the top of the half-height facings; 7. Installation of the second row of facings; 8. Repetition of steps 3-7 until the full wall height is
completed; 9. Installation of copings and crash barriers at the top
of the wall to suit project requirements.
Depending on the wall geometry and site conditions,construction is normally undertaken using a four-mancrew working with a small crane or truck-mounted craneand conventional earthmoving and compaction plant.Installation is generally carried out entirely from the rearof the wall, which permits ease of construction onrestricted sites.
VSoL wall construction can proceed rapidly, withproductivity usually dictated by the schedule of filldelivery and placement. Wall erection rates varydepending on the project size, access and fill materialdelivery timetable.
VSoL wall with steel mesh reinforcement
Polymeric reinforcement
Steel mesh reinforcement
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6 V S o L V S L R E T A I N E D E A R T H
VSoL - ECONOMICAL, VERSATILE, AEST
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V S o L V S L R E T A I N E D E A R T H 7
STHETICALLY PLEASING
An economical wall solutionVSoL walls require reduced quantities ofsteel reinforcement and concrete comparedwith traditional wall systems and generallyallow the reuse of local materials for thebackfill. The simple and rapid installationcarried out using conventional equipmentmakes this solution very cost-effective.Typically, savings range between 20% and50% depending on the wall heights, siteconditions and local prices.
Low maintenance The wall design is carried out in accordancewith project specifications and can give adesign life of up to 120 years. Concretefacings are very durable and require littlemaintenance, the steel reinforcement isdesigned to allow for the anticipatedsacrificial loss over the walls life and thepolymeric strips are fully tested in a range ofenvironments to provide long-term durability.
Highly versatileVSoL walls are extensively used to replaceconventional retaining wall structures formany applications including roads andhighways, railways, industrial and protectivestructures, transportation facilities, bridgeabutments and many more.
Suitable for temporary useVSoL walls can be used as temporarystructures for many different applications.Uses also include temporary grading of aproject site to accommodate differentconstruction phases. VSoL walls can supportvery heavy loads at any stage of constructionand can remain buried once work iscomplete or can be dismantled quickly andefficiently. The advantages of VSoL walls are numerousand include a very fast turnaround for designand construction, cost-efficiency, suitabilityfor a large variety of applications and easeof dismantling, with all materials recyclable.
Seismic performanceVSoL walls are strong, yet flexible enough toresist the high forces and movements arisingfrom seismic activities. During anearthquake, the seismic forces are dissipatedby friction between the reinforcement andthe fill. Inherent ductility and resilience,coupled with the proven seismic performanceof VSoL walls, justify their high degree ofadoption in seismically active regions.
Aesthetics without compromiseWith a wide range of styles, facing shapes,sizes and finishes, the VSoL wall can meetall architectural challenges. Facing finishescan be designed to blend easily with theenvironment or, where desired, to create aprominent artistic landmark.
Ideal for very poor ground conditionsVSoL walls are internally stable reinforcedsoil structures and so are moreaccommodating to settlement than mostother forms of wall construction. The use offlexible reinforcement connections andsettlement-tolerant facing details means thatVSoL walls can be built on sites with poorerfoundation soils than conventional walls,without affecting the structural integrity andperformance of the finished structure.
Construction without disruptionVSoL walls can be built entirely from behindthe facing, which ensures that constructiondoes not interfere with access, traffic or anyobstacles in front of the wall.
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8 V S o L V S L R E T A I N E D E A R T H
TWO OPTIONS FOR REINFORCING ELEME
In recent years, the VSoL wall system has beendeveloped to include the use of VStrips asreinforcement. The reinforced VSoL polymeric wall system usesVStrips or friction ties made from high-strengthpolyester yarns extruded into a durablepolyethylene sheath which provides physical andchemical protection to the reinforcement.The use of VStrips increases the versatility of theVSoL wall system, as the polymeric friction ties
To ensure full load transfer between facingsand fill reinforcement in the VSoL Polymericwall system, VSL developed an innovativesolution to connect VStrip reinforcement toconcrete facings. The VStrip connection issimply a U-shaped internal slot at the rear ofthe concrete facing, formed by a reusablevoid former during concreting which theVStrip is inserted through during installation.
Rolled-up polymericstrip reinforcement
Simple installationVstrips come in rolls of 100m-150m and witha choice of strength capacities: 30kN, 50kN,70kN and 100kN. The polymeric strip isunrolled in the field and passed through aconnection at the facing panel, from where itforms a V shape in the fill with two lengthsextending to the back of the reinforced fillblock. A light tensioning is then applied tothe strip lengths to remove the slack andprovide a constant tension throughout thewall. Fill is then placed on top of thereinforcement in layers of typically 300mmand then compacted.
Advantages Well suited solution for very aggressive
environments Easy storage and site logistics Simple installation
VStrip: the VSL polymeric strip
Connection to concrete facings: an innovative and patented solution
extend the range of projects for which thesystem can provide an effective and economicalsolution.
Aggressive environmentOne of the major advantages of using theVStrips is that the use of polymeric componentsensures long-term durability of the structure inaggressive environments.
Detail view
Installation of friction ties to facings
The VStrip connection has been testedextensively by VSL to prove its efficiency and tooptimize the associated panel reinforcementdetails. The VStrip connection does not requireany additional cast-in items and rebarrequirements for the connection are part of theoverall reinforcement requirement for the facing.By adopting this approach, the VStrip connectionprovides the most economical and practicalconnection solution which is fully proven bytesting and trials. The innovative VStripconnection concept has been patented by VSL.
Castings of VSoL facingswith VStrip connection
VStrip connection
Advantages Very economical No connection components to install
on site Rapid installation
Pull out capacity testing of VStrip connection
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V S o L V S L R E T A I N E D E A R T H 9
MENTS
The VSoL steel systems reinforcing meshladders develop the greatest soil-to-reinforcement interaction and pull-out resistanceof any reinforced retaining wall system.VSoL steel mesh ladders are composed oflongitudinal and transverse wires weldedtogether. The ladders are generally galvanisedto enhance durability. Black mesh ladders can be used for applications involvingtemporary walls.The transverse wires are welded to thelongitudinal ones in a way which guaranteesoptimum load transfer.The connection between the mesh ladder andthe clevis in VSoL wall facing is simple andvery effective, facilitating rapid andeconomical installation.
The performance of a VSoL wall isbased on the soil-reinforcementinteraction mechanism, which isenhanced by the unique geometry ofthe mesh reinforcing ladder. The interaction is achieved in two ways.The bearing action of the soil particleson the transverse wire develops a highresistance to extraction and ladderpull-out from the soil mass. Thisserves as a major advantage of theVSoL steel system compared to othersoil reinforcement techniques. In the wall, the transverse wires areloaded by the soil and transmit the soilforces into the longitudinal wires,which are in tension.
Soil resistance against the transversewires is the dominant interactionmechanism, compared to frictionalforces against the longitudinal wires.Approximately 80% of the ladderspull-out resistance is generated bybearing on the transverse wirescompared with 20% from friction onthe longitudinal wires.Extensive testing has been carried outto compare VSoL mesh ladders withother reinforcing systems. Tests havedemonstrated that the use of threetransverse wires generates a five-foldincrease in the ultimate pull-outresistance, compared to reinforcementsystems that use strip reinforcements.
Simple installationThe simplicity and performance of the pinned connection is a key feature of the VSoL steel system,enabling rapid installation on site. During installation, the mesh end-loops interlock with similarloops in the facings clevis connectors and a full-strength joint is achieved using a connection pin.Slack between the clevis and mesh is removed using plastic wedges inserted between the concretefacing and the reinforcing ladder end-loop.
Advantages Highest interaction between soil and
reinforcement Minimum labour for installation Simple installation
VSoL steel mesh ladder: proven performance
Interaction between soil and steel meshladder reinforcement
Steel mesh ladder delivery to site
Facing to mesh connection
0
10
20
30
40
50
60
70
80
90
100
0 10 20 30 40 50 60
Pull
out f
orce
(kN)
Displacements (mm)
Sand and gravels =37
Standard VSoL ladder
5 longitudinal wire ladders
2 longitudinal high friction strips
6.10m wall
Standard VSoL ladder
5 longitudinal wire ladders
2 longitudinal high friction strips
10.70m wall
Soil bearing forcesagainst transverse wires
F
F
Friction forces againstlongitudinal wires
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10 V S o L V S L R E T A I N E D E A R T H
A COST-EFFICIENT SOLUTION
Bridge abutmentsVSoL walls frequently serve as bridgeabutments which directly support the bankseat and the bridge deck where groundconditions permit. This avoids the need fordeep foundations and costly abutment supportstructures. Where piled bridge supports arerequired, VSoL walls can be incorporated intothe design to provide abutment face and wingwalls, with the bridge support columns locatedeither in front of the VSoL panel facing orbehind it within the block of reinforced fill.
Retaining wallsFor projects such as highways and railwayswhere the retaining walls need to bear heavyloads, the VSoL wall solution can providesavings of up to 50% compared to the costs of conventional walls. This is particularly thecase when the structure is founded on poorsoil, which would otherwise require deepfoundations or ground treatment to enableconventional construction methods to be used.
VSoL structures provide flexible solutions suitable for use on soils with low bearingcapacity and can often avoid the need for deep foundations or ground treatment.VSoL walls represent efficient alternatives to conventional structures.
BACKFILL
REINFORCED FILL
VSoL REINFORCEMENTVSoL FACING
VSoL FACINGVSoL REINFORCEMENT
>
Savings 40 to 60%
BACKFILLBACKFILLREINFORCED FILL
VSoL FACING
VSoL REINFORCEMENT
>
Savings up to 20%
BACKFILL
REINFORCED FILL
EXCAVATION AREA
VSoL FACING
VSoL REINFORCEMENT
VSoL FACING
VSoL REINFORCEMENT
>
Savings 20 to 50%
BACKFILL
REINFORCED FILL
VSoL FACING
VSoL REINFORCEMENT
>
Savings 20 to 40%
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V S o L V S L R E T A I N E D E A R T H 11
A RELIABLE SOLUTION VSoL systems can effectively be used as riskmitigation and protection measures against naturaldisasters or industrial hazards. Such applicationsinclude protection against landslides, avalanches,floods, fire and blast and particularly earthquakes.
EXCELLENT PERFORMANCE UNDER EXTREME SEISMIC CONDITIONSVSoL walls have very good resistance to the dynamic forces generated during major seismic events. US Federal Highway Administration guidelines state: Due to their flexibility, MSE [mechanicallystabilised earth] wall and slope structures are quite resistant to dynamic forces developed during aseismic event, as confirmed by the excellent performance in several recent earthquakes. The 1989 California earthquake of magnitude 7.1 on the Richter scale and more recently the one in2010 in Chile of magnitude 8.8 demonstrated very good examples of this performance. VSoL wallsup to 19m high were seen to perform very well under seismic loading. The good behavioural responseof MSE and VSoL structures during the earthquakes stems from their flexibility, ductility andcomposite performance. The VSoL wall systems use of galvanised steel mesh ladders asreinforcement gives passive soil resistance on the transverse bars, which means that wall ductility ismuch better than for systems which use steel strips.
SEA WALL PROTECTION
Dibba Harbour & Beaches Phase 2 project, UAE - 2012 VSL was awarded a design and site assistancecontract for VSoL walls at a marine channelproviding access for small boats to luxury villa plots.The length of the channel is 600m and it features6m-high VSoL walls on both sides of the canal. The projects requirements were: 1. For the VSoL panels to match the quay wall
appearance; 2. To use VStrips to eliminate any problems arising from the sea water; 3. To accommodate designs for boat mooring platforms with stairs; 4. To accommodate the required drainage behind the wall.
MINING APPLICATIONSVSoL structures are ideallysuited to many industrialapplications due to theircapacity to withstandvibrations, impact,explosions, flooding andheavy loading. They offer many advantagesto the mining industry andare widely used to createtemporary roads and elevated platforms to storematerials. Benefits include speed and ease ofconstruction, resilience, resistance, performance andthe ability to be used in building high walls. VSoL
walls are also easy to remove, which can be animportant factor as these types of structures aregenerally only for temporary use.
Chilean earthquakeThe 2010 Chilean earthquake was at the time thesixth largest seismic event ever recorded by aseismograph and it proved the excellent behaviour ofmore than 28,500m2 of VSoL walls in thesurrounding area. VSoL walls and abutments weresubjected to high ground accelerations and largedeformations of the foundation soil, yet theirgeometry remained unchanged after the earthquake.
TEMPORARY WALLS TO SUPPORT VERY HEAVY LOADSFlamanville nuclear EPR facility VSoL walls are particularly suitable for applicationsrequiring the temporary support of heavy loads asused at the new EPR (European Pressurised Reactor)nuclear facility in Flamanville, France. Construction of working platforms on the congestedsite and particular challenges with regard to time andspace required the construction of a number oftemporary retaining walls. Initially the walls were tobe built using conventional prefabricated concretemethods. However VSL was awarded the contract forwall construction based on an alternative VSoL wallsolution which enables the tight programme to bemet.On this site, the worlds largest and most powerfulmobile hydraulic crane, the Liebherr LTM 11200 witha capacity of 1200t, has been operating on top of theVSoL walls for the installation of critical EPRcomponents.
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12 V S o L V S L R E T A I N E D E A R T H
A WIDE CHOICE OF FINISHES: SIZE, SHA
The VSoL wall systems concrete facings canaccommodate many shapes, patterns andtextures. In addition, the concrete can becoloured to match the natural surroundings orany specific architectural requirements.Raised relief, sandblasted, exposed aggregateand conventional smooth facings representjust a few of the standard VSoL facingfinishes which are available. Other facingsystems, such as full height facings, wiremesh and green finishes are also availablefor both permanent and temporary structures.
Concrete facings
Precast concrete facings are the mostcommon. Panels may incorporate specialcolours, textures or patterns to enhance theappearance of the structure.
Wire mesh facings
Structures with wire mesh facings are oftenemployed to provide temporary support forroads and bridges, although many permanentwalls have also been built in this way. Thewalls use a large mesh size and spacing,making the wire facing systems the fastest,easiest and most economical to install. Blackmesh is typically used for temporary wallapplications, while hot-dip galvanised steelmesh is preferred for permanent walls.
Green wall facings
Environmental and landscaping requirementshave led engineers and architects to look fornovel methods of constructing retaining wallsand slopes. This has led to the addition ofgreen facings to the VSoL wall system rangeto provide a very economical solution forvegetated steep slopes and walls.
Artistic finishes A wide variety of custom architectural finishescan be incorporated into the concrete facingthrough the use of form liners. Many kinds ofstriking repetitive motifs and designs can becreated to enhance and give character toVSoL wall structures and their surroundings.Mural patterns can easily be achieved on full-height facings, with a fully customised patternon each facing allowing an original work of artto be created on every wall.
Three types of facings
Large choice of facings
Stone masonry
Smooth ribbed
Sandblasted exposed aggregate
Individual geometrical shapes
Smooth and patterned
Masonry Raised relief
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V S o L V S L R E T A I N E D E A R T H 13
HAPE, COLOUR Shape Square or rectangular concrete facings are most commonlyused in the VSoL wall system as they offer fabrication andconstruction benefits. However, many projects are built usinghexagonal and T-shaped facings. The standard facing sizes used are typically in the range of1.5m x 1.5m to 2.5m x 2.5m.Special facing sizes make it possible to create VSoL walls ofalmost any geometry.
Different facingshapes available
Hexagonal
Rectangular
Square
Full height facing
Cruciform
Full height facingsFull-height facings are available for special finishes or forartistic patterns. Walls with facings up to 14m high havealready been built.
T-shape
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14 V S o L V S L R E T A I N E D E A R T H
VSOL - A WIDE VARIETY OF APPLICATIThe VSoL wall system has revolutionised construction and can be applied tonumerous types of retaining structures for various applications.
Temporary retaining structuresTemporary wall Paris, France - 2012
Bridge abutmentsCarretera AS-112 Tramo Moreda Corigos, Spain - 2006
Public facilitiesCoimbra pediatric hospital, Portugal - 2012
Highways and roadsSouthern Expressway Muscat, Oman - 2010(Record height wall of 65m)
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V S o L V S L R E T A I N E D E A R T H 15
ATIONSRailways
High speed train line Madrid-Zaragoza-Barcelona-French border:Mollet del Valles-Montornes del Valles - 2009
Industrial and protective structuresRT Sulfuros, Chile - 2009
Arch structuresPeninsula link Melbourne, Australia - 2012
Water retentionFlamanville nuclear power plant, France - 2012
Green wallsMont Saint-Michel, France - 2012
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16 V S o L V S L R E T A I N E D E A R T H
TESTING AND DURABILITY
Optimised designA research programme was carried out in 1997to increase understanding of the performance ofVSoL soil reinforcing mesh ladders. VSLundertook the work in conjunction with theFrench Laboratoire Central des Ponts etChausses (L.C.P.C.) and the Service dEtudesTechniques des Routes et Autoroutes (S.E.T.R.A.). Accelerated corrosion testing was carried out aspart of the detailed study of the durability ofboth black and galvanised VSoL mesh ladders.The tests involved the immersion of testspecimens in saline liquids to simulateconditions that could causes corrosion of themesh. Complementary tests were alsoundertaken using acid solutions to extend theresults of the study. The tests confirmed that corrosion occursuniformly around the circular cross-section of thesteel wire of the VSoL wall mesh ladder. This isin contrast to rectangular steel strips, where thecorrosion develops more intensely on the uppersurface than on the underside of the strip.
Performance of the welded jointsStrength tests were carried out on samples ofsteel mesh ladder after they had experiencedprolonged exposure to the aggressive testenvironments. The tests proved that the weldsof the steel mesh ladder had suffered onlylimited corrosion in relation to the longitudinaland transverse wire sections. It was proventhat the welds are no weaker than the laddersnormal circular steel wire sections aftercorrosion has occurred.Accelerated corrosion tests on samples ofblack steel wire that were dipped in acid for aperiod representing a service life of 100 yearsshowed a retained strength as expected by theFrench design code. In addition, the effects onthe welded sections were similar to those ofthe normal black wire sections. Hence, thesacrificial loss as specified in internationaldesign standards can be applied to the entireVSoL steel mesh ladder and no additionalcorrosion allowance is required at the welds.
VSoL VStrips are made from polyester yarn,extruded inside a polyethylene shell which isdesigned to enhance the friction with thesurrounding soil and ensure high durability ofthe strip. It is a non-metallic component andas such is not subject to corrosion, makingthis component very durable.
VSoL Steel mesh ladder
VSoL VStrip
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
0 10 20 30 40 60 70 80 9050 100
R tc
;d //
SSof
Service LLife ((years)
2N 12
2N 10
45*5
40*4
Steel mesh ladder
Steel strip
0.95
1.00
1.05
1.10
1.15
1.20
1.25
1.30
0 10 20 30 40 50 60 70 80 90 100
Ult
imat
e Te
nsile
Str
engt
h R
esis
tanc
e R
atio
(ste
el m
esh
ladd
er/s
teel
str
ip)
Service LLife ((years)
Steel mesh ladder 210 / Steel strip 40*4
Steel mesh ladder 212 / Steel strip 45*5
The sizing of VSoL steel mesh ladders takes into account the potential for sacrificial loss of steel overthe design life of the structure in accordance with all international design codes applicable to VSoL
wall applications.
Rtc;d : Ultimate Pull-out Resistance (at maximum traction point c)So : Initial Steel Cross of a Longitudinal Wirefr : Ultimate Tensile Strength
Conformity with design codes The retained strength and steel loss of theVSoL mesh ladder specimens tested forVSoL wall applications was found to be inaccordance with the anticipated sacrificialloss as per international design standards.
The VSoL wall system has been continuously improved since its development inCalifornia in the 1980s.
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V S o L V S L R E T A I N E D E A R T H 17
QUALITY ASSURANCE
Steel mesh ladder end-loop capacity test
Testing of VStripconnections
Clevis connector pull-out test
VSoL steel mesh ladderlaboratory pull-out test
VSoL steel mesh ladderin-situ pull-out test
All VSoL wall components are tested and checked in accordance with VSLs quality assuranceprogrammes. The use of standard components designed and manufactured in accordance withnational standards minimises the need for project-specific testing, while offering the security of atried and tested system.
Backfill testingReinforced fill is placed and compacted toreach a maximum density as per the projectspecification. Density testing can be used to verify the compacted fill density in every fill layer.
Concrete facings are designed in accordancewith project specifications and local designstandards.Conforming to the relevant codes for the facingpanel design gives assurance of wall facingdurability.
VSoL concrete facings
Proven system and componentsKey features of the steel system are the pinned connection to the facings and the ability of thereinforcing mesh ladders to develop high pull-out resistance in the soil at low strains. Extensivetesting of the mesh ladders with a variety of reinforced fills has clearly demonstrated the superiorinteraction of VSoL wall mesh with typical project fill.
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18 V S o L V S L R E T A I N E D E A R T H
CONTRIBUTING TO SUSTAINABLE SOLUTIOMaterial savingsMaterial savings in concrete and steel incomparison to traditional wall systems canrange from 20% to 60%, depending on the wallheight and the loads applied. VSoL walls takeadvantage of the soil strength and weightbehind the wall and make them contribute tothe overall structural stability.
Very resilient structuresVSoL walls have excellent resistance to severeearthquake loading, with many VSoL wallsremaining standing after major seismic eventswhen adjacent conventional structures havecollapsed.
Becoming part of the landscapeVSoL walls can accommodate a wide varietyof finishes, with concrete, stone and vegetatedfinishes available to match the surroundingenvironment and thus enhance the locallandscape.
Ease to dismantle and 100%recyclableVSoL walls are easy to build and similarlyeasy to dismantle. They do not produce largeamounts of unusable waste materials. The fillmaterials can be reused directly or in otherwalls, while facing elements can be reused orrecycled into aggregate for walls, road-base orother construction materials.
Up to 60% reduction of CO2footprint, and aboveThe combination of thin facings and site-wonbackfill as primary structural elements makesVSoL walls very efficient in terms of materialuse. This dramatically reduces the need forconcrete and rebar and therefore reduces theoverall CO2 footprint of the construction project.
HIGH QUALITY AND SAFETY RIGHT FROM THE START22,000m2 and zero accidents on the Anderson RoadProject, Hong KongVSL built 10 VSoL Retained Earth walls totalling22,000m2 for a site formation development at AndersonRoad, Kowloon, to help create level ground for future high-rise residential housing. The VSoL walls used 4m2
rectangular masonry-finish facings and featured sectionsbetween 25m and 36m high. The VSL Hong Kong site teamhad a strong focus on QSE matters and this was rewardedby a zero accident rate, recognised by both monthly andquarterly safety awards from the main contractor.
0
100
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2 3 4 5 6 7 8 9 10 11 12 13
Car
bon
foot
prin
t em
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ons
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O2)
Wall height (m)
VSoL wall
L-shape wall
Note: CO2 emissions based on a 100m-long wall
Carbon footprint values are for a 100m-long wall comparedto a conventional reinforced concrete cantilever wall.CO2 emissions have been calculated with CarbonEco
developed by VSL. Loading on wall: 10kN/m2 (Live Loads) = 1T/m2
VSoL wall reinforced fill material: all imported from 20km L-shape with fill material:
- walls below 6m height: all local (1km)- walls above (and including) 6m height: 50% local (1km)
and 50% imported from 20km
Comparison of carbon footprints of VSoL walls with L-shape concrete walls
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V S o L V S L R E T A I N E D E A R T H 19
TIONS CASE STUDY: VSL-BEBO AN EFFICIENT ALTERNATIVE TO SMALL TO MEDIUMSPAN REINFORCED CONCRETE BRIDGES
This carbon footprint compares a conventionalbridge solution with a solution combining VSL-BEBO precast arches and VSoL reinforced soilwall for an overpass bridge on the Etihad Railproject in Abu Dhabi, UAE.
The alternative design consists in replacing thereinforced concrete footings, the reinforcedconcrete abutment walls and the prestressedprecast concrete beams by VSL-BEBO reinforcedconcrete arches (with the correspondingfoundations and footings) and VSoL reinforcedearth walls.
The VSL-BEBO + VSoL solution presents a reduction of nearly 74% of CO2 emissions. The VSL-BEBO arch solution, combined with the VSoL soil wall system, provides a sustainable and energyefficient alternative to the original bridge design.
VSoL - blending with the naturalsurroundingsThe visual design of the facing of a new Frenchby-pass mimics the local geology, including thenatural rock strata. The facings were madeusing five different carved rock moulds.
The northern end of the new Thonon-les-BainsBypass brought local environmental challenges.It was essential to preserve the local Dranceecosystem while ensuring the overall stability ofthe slopes above the river. The designerssolution uses retained earth walls built with theVSoL system. This met both aims, providing thenecessary support and minimising the impact onthe environment.
The project consisted of a cascade of fourVSoL retaining walls faced with 9,250m ofconcrete facings.
Copy nature
VSoL - natural vegetated greenwalls at Mont St-MichelThe VSoL wall system was chosen for theconstruction of green sea walls as part of therehabilitation of the access area at Mont-SaintMichel, the UNESCO world heritage site inFrance. Access for the new car park had to beprovided through an existing swamp. Buildingthe new sites car park on the swampy groundrequired construction of various green slopes toensure perfect integration with the surroundings.
Become nature
Original design Alternative VSL-BEBO arch design
Creating sustainable solutions togetherThe VSoL solution provides several advantages : Reducing the CO2 footprint up to 60% compared to a conventional wall structure. Reduced maintenance during the life span of the wall structure High resilience to exceptional events such as flooding, earthquake, explosions Matching the landscape, the panels can accommodate any finish, whether concrete,
stone or grass.
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20 V S o L V S L R E T A I N E D E A R T H
DESIGN PRINCIPLESA VSoL wall is designed as a reinforced mass large enough to resist loads fromoutside the wall and with enough reinforcement layers of sufficient strength to keepthe reinforced soil mass together.
The VSoL reinforced soil block behaves like alarge gravity wall. The external stability ischecked with respect to sliding on the base ofthe wall, for overturning, bearing failure,foundation settlement and overall stability.
External stability
The VSoL block is subjected to external forces,which are modelled in the design.
Resultant forces taking account of all forcesover the base of the wall:RH = PHRV = G1 + Q + PV
Resultant moment over the base of the wall:M = G1 X1 Q XQ + PH Zp + PV L/2
Resulting eccentricity of the forces over thebase of the wall:e = M / RV
Resulting pressure on supporting ground: = RV / (L- 2e)
Design mechanism
Sliding check Bearing capacity and overturning check
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V S o L V S L R E T A I N E D E A R T H 21
The facing is secured with a full-strength connection to the soil reinforcement inorder to keep the facing units stable and all components properly connected toensure wall stability.
From a mechanical standpoint, the block may be divided into two distinct zones: the active zone the passive zone
Design mechanism
This refers to the strength and stability of thereinforced fill block. At each reinforcement layer,the facing strength, reinforcement strength andreinforcements pull-out strength are checked towithstand the applied design loads and toensure that the reinforcement is fully anchoredin the soil mass.
Internal stability
Pull-out capacity check Tensile capacity check
Active zoneThis zone is in front of thecritical potential failure plane.Its stability is provided by thehorizontal reinforcementanchored back in the resistingzone.
Resisting zoneThis zone lies behind the critical potential failureplane and is a stable reinforced mass, whichresists the destabilising tension forces developed inthe reinforcement by the active zone. The resistingzone provides anchorage for the reinforcement bythe mechanism of the soil/reinforcement bond. Thetensile load in the reinforcement over the lengthwhich is in the resisting zone is not constant. Itreduces towards the inner end of the reinforcement(located opposite from the facing) as load is shedinto the soil. At that inner end of the reinforcementin the resisting zone, the tensile load in thereinforcement is zero.
Built to standardsVSL has developed efficient software whichautomates the design of VSoL walls, regardless ofproject geometry. All VSoL wall projects are designed and built inaccordance with the latest standards, including: BS 8006: UK code of practice for strengthenedreinforced soils and other fillsAASHTO: USA specifications for highway bridgesGEO: Hong KongGeoGuide 6AS 4678/RTA R57: AustraliaEUROCODE: Europe EC7NF P94-270: France French national standard
Rankine failure plane:/4 + 1/2
Bilinear failuresurface
Plaq VSoL_v2_Heavy Lifting 22/04/13 15:17 Page21
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22 V S o L V S L R E T A I N E D E A R T H
VSLS KNOW HOW
Circunvalacin Spilimbergo Crdoba, Argentina - 2010
Airport interexchange, Oman - 2006
Hamilton Road, Australia - 2007
Chtellerault, France - 2012
Access to the port of Ferrol, Spain - 2008
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V S o L V S L R E T A I N E D E A R T H 23
Marao Highway, Portugal - 2012
An Suong, Vietnam - 2005
Thonon-les-Bains, France - 2008
East Link Project,Australia - 2005
Collahuasi Mine, Chile - 2004
Dawson Mine,Australia - 2007
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24 V S o L V S L R E T A I N E D E A R T H
MORE REFERENCES
Castle Peak Road, Hong Kong - 2004
Shatin Heights, Hong Kong - 2006
Mandurah Entrance Road, Australia - 2011
Avenida Circunvalar bridge access, Colombia - 2003
Avenida Pontos Barrassa, Spain - 2010
Variante de Canjayar, Spain - 2006
Kralupy wanany, Czech Republic - 2002
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V S o L V S L R E T A I N E D E A R T H 25
Thonon-les-Bains, France - 2008
Dviation de Lure, France - 2008
Geelong Bypass, Austrlia - 2011
South East Transit, Australia - 1999
Marga-Marga project, Chile - 2001
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26 V S o L V S L R E T A I N E D E A R T H
VSLS RELATED ACTIVITIESBRIDGE CONSTRUCTION VSL provides a full range of technical and constructionservices for bridge construction, including designevaluation, temporary works design, permanent worksdesign and construction engineering, precastingmanagement and bridge construction.
VSL has contributed to some of the most prestigious andcomplex structures around the world, ranging fromconventional precast beam crossings to large span cable-stayed bridges.
As a specialist partner for bridge construction, VSL can bring to the project team a wealth of experience.This experience has been gained from erecting more than100,000 precast bridge deck elements (with a surfacearea of almost five million square metres), constructingmultiple in-situ bridges using VSL form-travellers andincremental launching methods and also being involved inthe construction of over 150 cable-stayed bridgesworldwide.
VSL ENGINEERING Each project presents unique challengesand, in recognition of this, members ofVSLs technical staff work with contractors,owners and engineers to evaluate projectsand determine optimum solutions. VSLengineers have a cultural and professionalresponsibility to design safe, economicaland buildable structures that meet thecurrent and future needs of their ownersand the public. Looking for savings andrecycling opportunities, this issue hasbecome an integral part of VSL TechnicalCentres day-to-day activities.
SEGMENTAL ARCH CONSTRUCTION A SUSTAINABLE AND ENERGY EFFICIENTALTERNATIVE
VSL offers a precast concrete arch system for a variety of structures. The VSL-BEBO Arch system isa pre-engineered system to create arches with spans from 3.5m up to 31m.
The arches are built by assembling precast segments in a staggered symmetrical pattern. Theconstruction of a precast arch structure is simple, rapid and predictable, requiring conventionalequipment and just a small crew. VSoL walls can be combined with VSL-BEBO Arch solutions tocreate cost-effective low-maintenance aesthetically pleasing bridges as well as drainage culvertsthrough walls.
VSL provides design, casting and installation services for the arch projects, using elliptical, circularor flat arch profiles to suit project requirements.
Arch applications include overpasses, bridges, tunnels, culverts and underpasses as well as otherstructures.
Hunter Expressway, Australia - 2012
Penrith Lakes, Australia - 1995
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www.vsl.com
SYSTEMS & TECHNOLOGIESPost-tensioning strand systemsBars & post-tensioning bar systemsStay cable systemsDamping systems (stays & buildings)Ductal ultra-high performance concreteBearings & Joints
REPAIR, STRENGTHENING & PRESERVATION
Repair &Strengthening
InfrastructurePreservation
Infrastructure Protection
Structural diagnostics& Monitoring
36.25
3178.25
Ground anchors
GROUND ENGINEERING
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D-walls & Piles
Groundimprovement
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Bridges
Offshore structures
CONSTRUCTION
Formwork & Equipment
LNG & LPGcontainments
Heavy lifting
MONITORINGVSL offers instrumentation and monitoring services for allstructures including VSoL walls.
Monitoring of VSoL walls can be carried out to provideinformation on the magnitude and distribution ofreinforcement tension, soil pressures, vertical and lateralmovements and foundation soil settlements.Instrumentation is installed during construction andmonitoring equipment is set up to record and send dataautomatically to the clients office for analysis.
GROUND ANCHOR SYSTEMS VSL has extensive experience in the supply and installationof ground anchors.
VSL Ground Anchor systems are in use around the world,securing famous structures, large dams and retainingwalls, underpasses, underground structures, wind turbinetowers and much more.
VSL Ground Anchors may be installed as temporary orpermanent solutions in combination with VSoL walls toprovide a complete wall and slope stability solution on aproject.
Centenary Link, Australia - 2006
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Copyright 04/2013, VSL International Ltd. Printed in France patented.
The information set forth in this brochure including technical and engineering data is presentedfor general information only. While every effort has been made to insure its accuracy, thisinformation should not be used or relied upon for any specific application without independentprofessional examination and verification of its accuracy, suitability and applicability. Anyoneusing this material assumes any and all liability resulting from such use. VSL disclaims any andall express or implied warranties of merchantability fitness for any general or particular purposeor freedom from infringement of any patent, trademark, or copyright in regard to the informationor products contained or referred to herein. Nothing herein contained shall be construed asgranting a license, express or implied under any patents.
Printed on paperfrom sustainablymanaged forests.
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