Tabel Excel CTH Perhitungan Mekanika Tanah [PDF]

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TRIAXIAL SAMPLE 1 Ao 10.9665 LRC 0.210096 L 7.665 1 Deform Dial Reading Load dial reading delta L cm unit strain 1 0 0 0 0.0000 20 5.5 0.02 0.0026 40 10 0.04 0.0052 60 25 0.06 0.0078 80 38 0.08 0.0104 100 53 0.1 0.0130 120 65 0.12 0.0157 140 75 0.14 0.0183 8 160 87 0.16 0.0209 180 99 0.18 0.0235 200 111 0.2 0.0261 220 121 0.22 0.0287 240 130 0.24 0.0313 260 138 0.26 0.0339 280 145 0.28 0.0365 300 150 0.3 0.0391 320 154 0.32 0.0417 340 157 0.34 0.0444 360 160 0.36 0.0470 380 163 0.38 0.0496 400 165 0.4 0.0522 420 167 0.42 0.0548 440 167.5 0.44 0.0574 460 169 0.46 0.0600 480 170 0.48 0.0626 500 170 0.5 0.0652 520 170 0.52 0.0678



2 1-E



Correct area A Deviator stress 1.0000 10.9665 0.0000 0.9974 10.9952 0.1051 0.9948 11.0240 0.1906 0.9922 11.0530 0.4752 0.9896 11.0822 0.7204 0.9870 11.1115 1.0021 0.9843 11.1409 1.2258 0.9817 11.1705 1.4106 0.9791 11.2003 1.6320 0.9765 11.2302 1.8521 0.9739 11.2603 2.0710 0.9713 11.2906 2.2516 0.9687 11.3210 2.4126 0.9661 11.3515 2.5541 0.9635 11.3823 2.6764 0.9609 11.4132 2.7612 0.9583 11.4443 2.8272 0.9556 11.4755 2.8744 0.9530 11.5069 2.9213 0.9504 11.5385 2.9679 0.9478 11.5703 2.9961 0.9452 11.6022 3.0241 0.9426 11.6344 3.0248 0.9400 11.6667 3.0434 0.9374 11.6991 3.0529 0.9348 11.7318 3.0444 0.9322 11.7646 3.0359



3.5000



3.0000



2.5000



2.0000



1.5000



1.0000



0.5000



0.0000 0



0.1



0.2



0.2



0.3



0.4



0.5



0.6



TRIAXIAL SAMPLE 2 10.9371 LRC 7.6867



Ao L Elapsed Time



Deform Dial Reading 1



0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380



Load dial reading 0 20 30 41 51 59 66 73 78 83 87 90 94 98 100 102 103 104 104 104



delta L cm



0.210096



unit strain 0 0.0000 0.02 0.0026 0.04 0.0052 0.06 0.0078 0.08 0.0104 0.1 0.0130 0.12 0.0156 0.14 0.0182 0.16 0.0208 0.18 0.0234 0.2 0.0260 0.22 0.0286 0.24 0.0312 0.26 0.0338 0.28 0.0364 0.3 0.0390 0.32 0.0416 0.34 0.0442 0.36 0.0468 0.38 0.0494



1-E Correct 1.0000 0.9974 0.9948 0.9922 0.9896 0.9870 0.9844 0.9818 0.9792 0.9766 0.9740 0.9714 0.9688 0.9662 0.9636 0.9610 0.9584 0.9558 0.9532 0.9506



area A Deviator stress 10.9371 0.0000 10.9656 0.3832 10.9943 0.5733 11.0231 0.7814 11.0521 0.9695 11.0813 1.1186 11.1106 1.2480 11.1400 1.3768 11.1696 1.4672 11.1994 1.5571 11.2293 1.6277 11.2594 1.6794 11.2896 1.7493 11.3200 1.8189 11.3506 1.8510 11.3813 1.8829 11.4122 1.8962 11.4433 1.9094 11.4745 1.9042 11.5059 1.8990



2.5000



2.0000



1.5000



1.0000



0.5000



0.0000 0



0.05



0.1



0.15



0.2



0.1



0.15



0.2



0.25



0.3



0.35



0.4



Lo Ao



UNCONFINED UNDISTURBED 0.4506274



7.62 LRC 11.1628



4 Deformation dial reading



Load dial 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600



0 4 7 12 15 19 23 28 32 37 42 46 51 54 58 62 64 67 69 70 71 72 72.5 73 73 73.5 73.5 73.5 73.5 73.5 73.5



E Unit Strain



∆L cm 0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 0.2 0.22 0.24 0.26 0.28 0.3 0.32 0.34 0.36 0.38 0.4 0.42 0.44 0.46 0.48 0.5 0.52 0.54 0.56 0.58 0.6



1-E Area CF 0 1.0000 0.0026 0.9974 0.0052 0.9948 0.0079 0.9921 0.0105 0.9895 0.0131 0.9869 0.0157 0.9843 0.0184 0.9816 0.0210 0.9790 0.0236 0.9764 0.0262 0.9738 0.0289 0.9711 0.0315 0.9685 0.0341 0.9659 0.0367 0.9633 0.0394 0.9606 0.0420 0.9580 0.0446 0.9554 0.0472 0.9528 0.0499 0.9501 0.0525 0.9475 0.0551 0.9449 0.0577 0.9423 0.0604 0.9396 0.0630 0.9370 0.0656 0.9344 0.0682 0.9318 0.0709 0.9291 0.0735 0.9265 0.0761 0.9239 0.0787 0.9213



D UNDISTURBED



8 A' P' Corrected Area Total Load on Sample Sample Unit Load 11.1628 0.0000 0.0000 11.1922 1.8025 0.1611 11.2217 3.1544 0.2811 11.2514 5.4075 0.4806 11.2812 6.7594 0.5992 11.3112 8.5619 0.7569 11.3414 10.3644 0.9139 11.3717 12.6176 1.1096 11.4022 14.4201 1.2647 11.4329 16.6732 1.4584 11.4637 18.9264 1.6510 11.4947 20.7289 1.8033 11.5258 22.9820 1.9940 11.5571 24.3339 2.1055 11.5886 26.1364 2.2553 11.6203 27.9389 2.4043 11.6521 28.8402 2.4751 11.6841 30.1920 2.5840 11.7163 31.0933 2.6538 11.7487 31.5439 2.6849 11.7812 31.9945 2.7157 11.8140 32.4452 2.7463 11.8469 32.6705 2.7577 11.8800 32.8958 2.7690 11.9132 32.8958 2.7613 11.9467 33.1211 2.7724 11.9804 33.1211 2.7646 12.0142 33.1211 2.7568 12.0482 33.1211 2.7490 12.0825 33.1211 2.7413 12.1169 33.1211 2.7335



Lo Ao



7.93 LRC 11.1036



UNCONFINED REMOLDED 0.4506274 4



Deformation dial reading



Load dial 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600 620 640 660 680



2 4 4.5 4.5 5 6 6 7 8 9 10 11 12 13 14 16 17 20 22 25 28 31 35 39 43 46 49 51 53 55 56 57 57 57 57



E Unit Strain



∆L cm 0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 0.2 0.22 0.24 0.26 0.28 0.3 0.32 0.34 0.36 0.38 0.4 0.42 0.44 0.46 0.48 0.5 0.52 0.54 0.56 0.58 0.6 0.62 0.64 0.66 0.68



1-E Area CF 0 1.0000 0.0025 0.9975 0.0050 0.9950 0.0076 0.9924 0.0101 0.9899 0.0126 0.9874 0.0151 0.9849 0.0177 0.9823 0.0202 0.9798 0.0227 0.9773 0.0252 0.9748 0.0277 0.9723 0.0303 0.9697 0.0328 0.9672 0.0353 0.9647 0.0378 0.9622 0.0404 0.9596 0.0429 0.9571 0.0454 0.9546 0.0479 0.9521 0.0504 0.9496 0.0530 0.9470 0.0555 0.9445 0.0580 0.9420 0.0605 0.9395 0.0631 0.9369 0.0656 0.9344 0.0681 0.9319 0.0706 0.9294 0.0731 0.9269 0.0757 0.9243 0.0782 0.9218 0.0807 0.9193 0.0832 0.9168 0.0858 0.9142



MOLDED



8 A' P' Corrected Area Total Load on Sample Unit Load 11.1036 0.9013 0.0812 11.1317 1.8025 0.1619 11.1599 2.0278 0.1817 11.1883 2.0278 0.1812 11.2168 2.2531 0.2009 11.2454 2.7038 0.2404 11.2742 2.7038 0.2398 11.3032 3.1544 0.2791 11.3322 3.6050 0.3181 11.3615 4.0556 0.3570 11.3909 4.5063 0.3956 11.4204 4.9569 0.4340 11.4501 5.4075 0.4723 11.4800 5.8582 0.5103 11.5100 6.3088 0.5481 11.5402 7.2100 0.6248 11.5705 7.6607 0.6621 11.6010 9.0125 0.7769 11.6316 9.9138 0.8523 11.6625 11.2657 0.9660 11.6934 12.6176 1.0790 11.7246 13.9694 1.1915 11.7559 15.7720 1.3416 11.7874 17.5745 1.4910 11.8190 19.3770 1.6395 11.8508 20.7289 1.7492 11.8828 22.0807 1.8582 11.9150 22.9820 1.9288 11.9473 23.8833 1.9991 11.9798 24.7845 2.0689 12.0125 25.2351 2.1007 12.0454 25.6858 2.1324 12.0784 25.6858 2.1266 12.1116 25.6858 2.1208 12.1450 25.6858 2.1149



CBR TOP PISTON LOAD DIAL Converter SERI 10494 Penetration (in)



2.32585 Waktu(menit)



0 0.025 0.05 0.075 0.1 0.125 0.15 0.175 0.2 0.25 0.3 0.35 0.4 0.5



Piston Load Dial Reading 0 0.5 1 1.5 2 2.5 3 3.5 4 5 6 7 8 10



Load KG 0 27 52 73 92 113 130 140 149 161 179 191 196 210



0 62.7980 120.9442 169.7871 213.9782 262.8211 302.3605 325.6190 346.5517 374.4619 416.3272 444.2374 455.8666 488.4285



CBR BOTTOM PISTON LOAD DIAL SERI 10494 Penetration (in) 0 0.025 0.05 0.075 0.1 0.125 0.15 0.175 0.2 0.25 0.3 0.35 0.4 0.5



Waktu(menit)



Piston Load Dial Reading 0 0.5 1 1.5 2 2.5 3 3.5 4 5 6 7 8 10



Load KG 0 30 64 79 91 100 112 121 129 138 144 155 161 167



0 69.7755 148.8544 183.7422 211.6524 232.5850 260.4952 281.4279 300.0347 320.9673 334.9224 360.5068 374.4619 388.4170



Load Lbs



Load Psi



0.0000 138.4444 266.6336 374.3125 471.7363 579.4153 666.5840 717.8596 764.0078 825.5386 917.8348 979.3657 1005.0035 1076.7895



0.0000 46.1481 88.8779 124.7708 157.2454 193.1384 222.1947 239.2865 254.6693 275.1795 305.9449 326.4552 335.0012 358.9298



400.0000 350.0000 300.0000 250.0000 200.0000 150.0000 100.0000 50.0000 0.0000 0



0.1



0.2



0.3



AL



Load Lbs



Load Psi 0.0000 153.8271 328.1644 405.0779 466.6088 512.7569 574.2877 620.4358 661.4564 707.6045 738.3699 794.7732 825.5386 856.3040



0.0000 51.2757 109.3881 135.0260 155.5363 170.9190 191.4292 206.8119 220.4855 235.8682 246.1233 264.9244 275.1795 285.4347



300.0000 250.0000 200.0000 150.0000 100.0000 50.0000 0.0000 0



0.1



0.2



0.3



Column F



0.1



0.2



0.3



0.4



0.5



0.6



Column F



0.1



0.2



0.3



0.4



0.5



0.6



Grain Size Analysis-Mechanical WT. OF DRY SAMPLE + CONTAINER WT. OF CONTAINER WT. OF DRY SAMPLE Ws



23 18.4 4.6



Sieve No 4 10 20 40 60 140 200 PAN



Diameter Wt Retained % retained 4.75 0 0.00 2 0.1 0.02 0.85 0.4 0.08 0.425 0.4 0.08 0.25 0.5 0.10 0.106 1.7 0.34 0.075 1 0.20 0.1 0.02 4.2



Kumulatif % passing 0.00 100.00 0.02 99.98 0.10 99.90 0.18 99.82 0.28 99.72 0.62 99.38 0.82 99.18 0.84 99.16