data tanah maybrat
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Hasil Test Mekanika TanahTRANSCRIPT
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LAMPIRAN L-1 : PENGUJIAN UNDISTURBED
1 No Pengujian I II III
2 11.4 24.4 11.4
3 80.8 95.1 81.2
4 55.6 69.6 56
5 25.2 25.5 25.2
44.2 45.2 44.6
! "a#a$ Ai$ % & % (W2 - W3) ' 1(( ) 57.014 56.416 56.502
(W3 - W1)
* "a#a$ Ai$ $a+a-$a+a % & 56.644
1, "a#a$ Ai$ Water Content . Tana/ A0i
e$a+ aan onte ner %1g$a
Be$a+ aan Conteiner . +ana/ 6a0a/ % &2
g$a
Be$a+ aan Conteiner . +ana/ 7e$ing % &3 g$a
Be$a+ Ai$ % &2 - &
3. g$a
Be$a+ +ana/ 7e$ing % &3
- &
1. g$a
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1 No Pengujian I II III
2 Diae+e$ Ring % #. 8 3.77 3 .72 3.69
3 Tinggi Ring % +. 4.33 4.41 4.38
4 9oue Ring % 9. 48.3100 47.9000 46.7900
5 Be$a+ Ring 99.8 102.6 100.8
Be$a+ Ring +ana/ 169.7 173.9 171.1
Be$a+ +ana/ 69.9 71.3 70.3
! Be$a+ 9oue +ana/ % ; %W2 - W1
1.4469 1.4885 1.5025V
* "a#a$ ai$ $a+a-$a+a % 1.4793
2, Be$a+ I0i +ana/ Unit Weight . Tana/ A0i
% 1. $a
% &2. g$a
% &2 - &
1. g$a
g$a <83
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LAB=RAT=RIUM ME"ANI"A TANA>
?A"ULTAS TE"NI" UNI9ERSITAS MERDE"A MALANG
Penen+uan T$ia'ia Un8on0oi#a+e# Un#$aine#
Ben#a uji IIITinggi 6en#a uji % *,!5 Tegangan % 1,5 7g<82 σ
Diae+e$ 6en#a uji % 3,* 11,*4(
Pe$u6a/an Pe6a8aan
P % 7 M P % 7 M1-@
Lua0 Penaang Tegangan Tegangan
Panjang P$oing Ring@ %
∆L Te$7o$e70i Deia+o$ Deia+o$
CL ' (,((1 M ' (,((2 LoA %
Ao P P
1-ε A A
8. 7g. 7g.
25 1 0.00074 0.081 0.00254 0.9975 11.9702 0.000061820 0.0068076
50 3.5 0.00907 0.998 0.00508 0.9949 12.0008 0.000755368 0.0831812
75 5.5 0.02239 2.465 0.00761 0.9924 12.0315 0.001860539 0.2048826
100 7 0.03626 3.993 0.01015 0.9898 12.0623 0.003006058 0.3310272
125 7.8 0.04502 4.958 0.01269 0.9873 12.0933 0.003722849 0.4099603150 8.5 0.05347 5.888 0.01523 0.9848 12.1245 0.004409671 0.4855931
175 9.5 0.06679 7.354 0.01777 0.9822 12.1558 0.005494078 0.6050080
200 10.2 0.07699 8.478 0.02030 0.9797 12.1873 0.006317195 0.6956497
225 11.5 0.09787 10.777 0.02284 0.9772 12.2190 0.008009272 0.8819813
250 12 0.10656 11.734 0.02538 0.9746 12.2508 0.008698219 0.9578482
275 12.2 0.11014 12.129 0.02792 0.9721 12.2828 0.008967163 0.9874643
300 12.5 0.11563 12.733 0.03046 0.9695 12.3149 0.009389015 1.0339186
325 13 0.12506 13.772 0.03299 0.9670 12.3472 0.010128574 1.1153589
350 13 0.12506 13.772 0.03553 0.9645 12.3797 0.010101990 1.1124314
375 13 0.12506 13.772 0.03807 0.9619 12.4124 0.010075406 1.1095040
400 13 0.12506 13.772 0.04061 0.9594 12.4452 0.010048821 1.1065765
425 13.5 0.13487 14.851 0.04315 0.9569 12.4783 0.010808004 1.1901778
450 13.8 0.14093 15.519 0.04569 0.9543 12.5114 0.011263741 1.2403635
475 14 0.14504 15.972 0.04822 0.9518 12.5448 0.011561760 1.2731814
500 14 0.14504 15.972 0.05076 0.9492 12.5783 0.011530929 1.2697863
525 14.8 0.16209 17.849 0.05330 0.9467 12.6121 0.012851946 1.4152567
550 14.8 0.16209 17.849 0.05584 0.9442 12.6460 0.012817490 1.4114624
575 15 0.16650 18.335 0.05838 0.9416 12.6801 0.013130856 1.4459703
600 15.1 0.16873 18.580 0.06091 0.9391 12.7143 0.013270652 1.4613646
625 15.1 0.16873 18.580 0.06345 0.9365 12.7488 0.013234785 1.4574149
650 15.8 0.18473 20.343 0.06599 0.9340 12.7834 0.014451024 1.5913472
675 15.8 0.18473 20.343 0.06853 0.9315 12.8183 0.014411755 1.5870229
700 15.8 0.18473 20.343 0.07107 0.9289 12.8533 0.014372486 1.5826986
725 16 0.18944 20.861 0.07360 0.9264 12.8885 0.014698380 1.6185860
750 16 0.18944 20.861 0.07614 0.9239 12.9239 0.014658110 1.6141515
775 16.2 0.19421 21.386 0.07868 0.9213 12.9595 0.014985571 1.6502115
800 16.2 0.19421 21.386 0.08122 0.9188 12.9953 0.014944288 1.6456654
825 16.3 0.19661 21.651 0.08376 0.9162 13.0313 0.015087561 1.6614427
850 17 0.21386 23.550 0.08629 0.9137 13.0675 0.016365790 1.8022013
875 17 0.21386 23.550 0.08883 0.9112 13.1039 0.016320329 1.7971952
900 16.8 0.20886 22.999 0.09137 0.9086 13.1405 0.015894183 1.7502680
925 16.5 0.20147 22.185 0.09391 0.9061 13.1773 0.015288776 1.6836005
1,!(22(13
3,3(2
Lua0 Aa Ben#a Uji A(. % 82
σ =
σ =
7N<82. 7g<82.
σ a'
%
σ
1%
σ
a'
σ
7g<82