Data Uji Triaxial

7/25/2019 Data Uji Triaxial

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POLITEKNIK NEGERI BANDUNG - CIVIL ENGINEERING DEPARTMENT

SOIL TESTING LABORATORYJl. Geger Kalong Hilir, Desa Ciwaruga Banung, Tel!. "## $ #"% &' ()

Project : Fasilitas Tambang Batubaa Check by : !i "#

Location : Kalimatnan Timu Date : N$%# &''(

No. Bor : B) - *

DIRECT !)EAR TE!TSample : Diametre (D) = 6.00 cm Proin! "in! k = 0.#6 k!$%i

&i!h = '.00 cm .00 mm$mnt

rea () = '*.'+, Sample No.$ Depth UD! & ++#,' - +''

'#+& '#&.* '#&,

t A Ring P/ Ring P/ Ring P/

m0nit mm 123 4i% 5g 4i% 5g 4i% 5g

0.00 0.00 0.0 '*.'+, 0 0 0 0 0 0 0 0 00.-0 0.0# 0.- '*.#, + '.-' 0.00 #.', 0.- * '.** 0.0'

.00 0.06 .0 '+., *.- #.06 0.0 # ,.6* 0.6+ # ,.6* 0.6+

.-0 0.0 .- '+.*-6 0 #.60 0.' - -.,0 0., - -.,0 0.,

'.00 0.' '.0 '+.+'0 0.- #.+* 0.#6 6.- - ., 0.', -.' -.,+ 0.+

'.-0 0.- '.- '+.-*- ' ,.#' 0.-+ * 6.,* 0.'#- * 6.,* 0.'#-

#.00 0.* #.0 '+.,- # ,.6* 0.+0 *.- 6 .66 0.',# *.- 6.66 0.',#

,.00 0.', ,.0 '+.*+ '.' ,.# 0.6' '0.# + .# 0.'6 '0.- +.#* 0.'+

-.00 0.#0 -.0 '6.'* '.- +.+, 0.'*+ '' +.' 0.',

6.00 0.#6 6.0 '6.6+, ''.' +.' 0.#00 '# *.'* 0.#0

+.00 0.,' +.0 '6.,'- '#.- *.,6 0.#'0 ', *.6, 0.#'+

*.00 0.,* *.0 '6.*0 '# *.'* 0.#6 '#.- *.,6 0.#'#.00 0.-, .0 '-.,0

0.00 0.60 0.0 '-.+0,

'#+6' '#*&' '#*&6

D =

cm'

n 1 5g78m&3 9

n 1 5g78m&3 9

n 1 5g78m&3 9

D

9

D7D

8m& 5g78m& 5g78m& 5g78m&

ma/

= ma/

= ma/

=

0. 0 . 0 '. 0 #. 0 ,. 0 -. 0 6. 0 +. 0 *. 0 . 0 0. 00

0.0-

0.

0.-

0.'

0.'-

0.#

0.#-

0.,Gra!* e +s

n ( k!$cm') =

0.,'

n ( k!$cm') =

0.'*#

[ ]

[

2

]

0. 000 0. 00 0. '00 0. #00 0. ,00 0. -00 0. 600

0.000

0.0-0

0.00

0.-0

0.'00

0.'-0

0.#00

0.#-0

0.,00

Gra!* s +s

[/2]

[

2

]


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8 9 '#+& 5g78m& 9 $

[ ]


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SOIL TESTING LABORATORY Jl. Geger Kalong Hilir, Desa Ciwaruga Banung, Tel!. "## $ #"% &' ()

Project a5t05 Check by 5la & ta

Location laang $lban Date $5t

Bor location bt-'+ No. Bor B) - +

No. Sample UD! +

Depth : (' - *''

N$# + & *

1t o2 can (!r) 6*.' 6*.' 6.-

1t o2 oil 3 can (!r) '0.+ '0+.*' ''.,,

1t o2 oil (!r) ,.+ #*.0 '.,*6. *6. 6.0#

.6,- .6' .6#0

+#(&;

No. Sample UD! +

Depth : (' - *''

N$# + & *

1t o2 can (!r) -.+6 -.60 -.,

1t o2 4et oil 3 can (!r) ,*.0 ,*.'0 -.'*

1t o2 %ry oil 3 can (!r) ,#.#0 ,'.,-

1t o2 moit5re (!r) -.60 -.+-

1t o2 %ry oil (!r) '+.-, '6.*-

1ater content () '0.## '.,'

A%0ag0 123 &'#.6

No. Sample UD! +

Depth : (' - *''

N$# +' 6

1t o2 picnometer '6., '. '*.,+

1t o2 picnometer 3 %ry oil #'.# #-.*0 #,.#6

1t o2 picnometer 3 oil 3 *0.#, *#.' *.'+

1t o2 picnometer 3 4ater ++.00 +., ++.6

1t o2 %ry oil -.#+ -.* -.*

Spai2ic o2 !raity '.6,- '.66- '.6,

era!e '.6-

7emperat5re '-

Dentsity ()

8ol o2 can (cm#)

Denity (!r$cm#)

e o2 %enity (!r $ cm#)

"at0 8$nt0nt 13


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Corection 0.*#

A%0ag0 $< Gs ((


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Att0b0g Limits

No. Sa-!le UD! +

De!* (' - *''

Tesing Li=ui4 Limit 1LL3 Plasti8 Limit 1PL3

No. +6 & ++ +, + &

Wt of can -.+- -.,+ -.0 -.*, -.'- -.6+

Wt of wet soil + can '.,- '-.,* '*.0 '-.#+ ',.+6 '#.*-

Wt of dry soil + can ',.+0 ''.0' ',.00 ''.#0 ''.#* '.*#

Wt of moisting ,.+- #.,6 ,.0 #.0+ '.#* '.0'

Wt. of dry soil *.- 6.-- *.0 6.,6 +.# 6.6

Water content -#.0+ -'.*' -0., ,+.-' ##.#* #'.+

Average ##.0

Number of blow ' * '- ,0

Li-i +alue LL 9 ,+#'' PL 9 **#'; PI

UD! + (' - *''

Plasti8 Limit 1PL3 = **#';

Li=ui4 Limit 1LL3 = ,+#''

(0 (00

,-.00

,+.00

,.00

-(.00

-#.00

--.00

Flow Curve

Num ber of Blow

Watercontentr[%]

( (0

#-

#6

#+

#*

#

,0

,(

,'

Flow Curve

Num ber o f Blow

Watercontentr[%]


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Plasti8 ln40> 1PI3 = +6#;+


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Project a5t05 Check by



Grain Si/e Anal0sis

N$# !aml0 : UD! + +?,' -?&'' !i0%0 &'' !ram

!i0%0 N$# Diam0t0 @mm "t# 0tain04 @gam 2 R0tain04 2 assing

, ,.+-0 ,.* '., +.-

0 '.000 #'.-* 6.' *.''

'0 0.*,0 '#.,+ .+, 6.,

,0 0.,'- '#.+# .*+ -+.6'60 0.'-0 '.0' 6.0 -.6

00 0.-0 '0.'6 0.# ,.,*

'00 0.0+, #.0# 6.-' #,.+

pan

N$# !aml0 : UD! + +?,' -?&'' )4$m0t0 *(#+&

Dat0 Tim0 R/ T C R/ C M D N N

0 0.0 0 0 0.0 +.00, 0.0#- 0.0000 0.00 0.00

'- 0.0 +.00, 0.0#- 9D8$0; 0.00 0.00

0.- '.0 '-


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9/21

0.000 0.001 0.010 0.100 1.000 10.000Diametre mm>


10/21


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Project a5t05 Check by 5s&b

Location laang $lban Dia 3.8 cm Date $5t

Bor location bt-'+ @alibrai Di = 0.419 5g No. Bor

Un8$n


12/21



Consolidation Test

Project a5t05 2.20 cm 47.28

Location B05asi Diametere : 6.25 cm 47.28

Bor locatio bt-'+ rea () : 30.63 73.56

No. Sampl : B) - + 1ei!ht (1) : 108.34 gr 0.906

Depth : (' - *'' A : 2.650 1.428

a%0 ) 0 C% N$t0

8m 8m 8m 8m m0nit

0 0.00,00 0.000 '.'00 .,'*

0.'- 0.0#'0 0.0+' 0.0+ '.*# 0.00 .,0 6.00 0.06#

0.- 0.0'*0 0.0#-0 0.0-' '.,* 0.0-+6 .#+0 .-6 0.0*-

0.0#+00 0.0-** 0. '.0* 0.''- .#0- '.'- 0.0+6

' 0.06''0 0.0' 0.'0 .0 0.'# .6 0.* 0.0++

, 0.0*#*0 0.,60 0.#-6 .*,, 0.## .0#- 6.'- 0.-

* 0.'00 0.-* 0.--' .6,* 0.60 0.** 0.06,

, 0.00*0 0.0' 0.-6# .6#+ 0.6'- 0.*06

0.'- 0.000 0.00* 0.-6- .6#- 0.6'#- 0.*0,

+.,


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Tia>ial - UU T0st

Project a5t05 Loa% rin! '#+6;

Location laang $lban Strain "ate : '#6('

Bor location bt-'+ Sample : % : *.#''

Check by 5s &b h : 6(#''

Date n$ : ++#*+

!aml0 N$# UD! + D0t/ : ?+'' - +?,' B) - + '#,' - +#''

Tim0 !tain A0a '#,' +#''

t Ring P u Ring P u

mnt 2 4i% 5g 15g78m& 4i% 5g 15g78m&

0.00 0.00 .#, 0.0 0.000 0.00 0.0 0.000 0.000 .#0

0.'- 0.'- .#+0 0.0 0.000 0.000 0.0 0.000 0.000

0.-0 0.-0 .#* ,.- +.,' 0.6-' .- 0.'6 0.0',

.00 .00 .,-6 6,.0 .,-6 .000 6.0 '.*6, 0.'-0

.-0 .-0 .-, *6.0 -.#, .##+ ',.0 ,.'6 0.#+#

'.00 '.00 .-+# .- .- .+'- '+.0 ,.*## 0.,*

'.-0 '.-0 .6#' #+.0 ',.-'# '.0* ,.0 *.++ 0.+-,

#.00 #.00 .6' 6#.- '.'6+ '.-0# +#.0 #.06+ .*

,.00 ,.00 .*, ',.0 #*.#06 #.',# '.0 '#.0 .--

-.00 -.00 .#* '-6.0 ,-.*', #.*#* #.- #,.6#+ '.0

6.00 6.00 '.06- '*#.0 -0.6-+ ,. '-*.- ,6.'+' #.*#-

+.00 +.00 '.- #00.- -#.+0 ,., #'.0 --.*,* ,.-*0

*.00 *.00 '.#'+ #0,.0 -,.,6 ,.,, #,#.- 6.,*+ ,.**

.00 .00 '.,6# '#.- -'.-#+ ,.'- #6.0 6,.6 -.*-

0.00 0.00 '.60 #+-.- 6+.'- -.##,

.00 .00 '.+,# #*-.- 6.00- -.,-

'.00 '.00 '.*** #'.0 +0.6* -.,,-

#.00 #.00 #.0#6 #+.0 +.06# -.,-

,.00 ,.00 #.*+ #*6.- 6.*, -.',6

-.00 -.00 #.#,#

6.00 6.00 #.-0

+.00 +.00 #.66,

*.00 *.00 #.*#

.00 .00 ,.00

'0.00 '0.00 ,.+6

'.00 '.00 ,.#-6

''.00 ''.00 ,.-,0

Ma> %alu0 9 #+ 0.00 Nilai ma5 9 ,#,+ 0.00

Ga/i8 st0ss stain M$/s 8i8l0

=

3 4

*9 5g78m& *9 5g78m&

A+ , ,

8m&

o

k!$cm'0.00

'.00

,.00

6.00

*.00

(0.00

('.00

(,.00

(6.00

(*.00

'0.00

0.00

0.-0

(.00

(.-0

'.00

'.-0

#.00

#.-0

,.00

,.-0

-.00

-.-0

6.00

s 3 $ 0.50 %g&cm2

s 3 $ 1.00 %g&cm2

[ ]

[

2

]

0.000

0.,00

0.*00

(.'00

(.600

'.000

'.,00

'.*00

#.'00

#.600

,.000

,.,00

,.*00

-.'00

-.600

6.000

6.,00

6.*0

[/2]

2

]


15/21

[ ]


16/21

k!$%i

mm$menit

mm

mm

cm'

+.'00

+.600

*.000


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Location laang $lban Date $5tBor location bt-'+ No. Bor B) - +

La2oraor0 Tes Resu-e

N$# !aml0 BM OI

D0t/ +#''-+#,' *#''-*#,' #,'-,#'' +''-+,' +(#,'-+6#''

Indek Properties smb$l unit

. Denity .6'

'. 1ater content '0.*+

#. Speci2ic o2 !raity Gs < '.6-

8oi% ratio 0 < 0.6

Poroity n < 0.,

De!ree o2 at5ration ! -+.#

Sat Denity t$m# .*,

,. Platic limit PL ##.0

Li5i% limit LL -.00

Platicity in%e/ PI +.

-. Arainie Arael G '.,0

San% ! 6'.-,-

Silt M '6.+

Clay C *.00

00.00

Engineering properties

6. Encon2ine% .6-,

Compreion 7et 6.,,

< .,*+

,.*'+

+. 7ria/ial < EE 7et 0.000

8 0.000

*. Direct Shear 7et 9"?;

8 9"?;

. Conoli%ation 7et C8 < 0.0000

t$m#

sat

=u k!Fcm'

=u k!Fcm'

!t

8u k!Fcm'

k!Fcm'

k!Fcm'


19/21

+.


20/21

00.000

'.,0

6'.-,-

'6.6-

*.000

00.000


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Data Uji Triaxial

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