Soil triaxial data Group 1-3

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ข้อมูลผลการทดลอง กลุ่มที่ 1-3

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Soil triaxial data Group 1-3

  1. 1. COLLEGE OF ENGINEERING TRIAXIAL KASETSART UNIVERSITY COMPRESSION TESTPROJECT ก่อสร้างหมู่บ้านจัดสรร OWNER JOB NO.LOCATION BORING NO. BH-1 SIMPLE NO. BT-2SOIL DESCRIPTION DEPTH 2-3 mTESTED BY DATECHECK BY DATESIMPLE DATA:INITIAL SIMPLE HT : INITIAL SIMPLE AREA :INITIAL SIMPLE WT : SIMPLE WATER CONTENT :MECHINE DATA: MOTORIZED MANUAL LOADING RATE: 4.00 mm/min PROVINGRING NO. PROVINGRING CONTENT 0.0074 VERTICAL Vertical Axial Strain Vertical Proving Ring Virtical Load CorrectedDEFORMETION Reading (div) (kg) Area (cm^2) Stress (ksc) remark 10^-2 mm Stress (ksc) (%) 10 16.0 1.2413 10.0841 0.1231 0.1397 0.6231 20 18.0 1.3964 10.0982 0.1383 0.2793 0.6383 30 20.0 1.5516 10.1124 0.1534 0.4190 0.6534 40 22.0 1.7068 10.1266 0.1685 0.5587 0.6685 50 29.5 2.2886 10.1408 0.2257 0.6983 0.7257 60 32.0 2.4826 10.1551 0.2445 0.8380 0.7445 70 35.0 2.7153 10.1694 0.2670 0.9777 0.7670 80 37.5 2.9093 10.1838 0.2857 1.1173 0.7857 90 39.5 3.0644 10.1982 0.3005 1.2570 0.8005 100 41.0 3.1808 10.2126 0.3115 1.3966 0.8115 110 41.8 3.2428 10.2271 0.3171 1.5363 0.8171 120 42.2 3.2739 10.2416 0.3197 1.6760 0.8197 130 42.7 3.3127 10.2562 0.3230 1.8156 0.8230 140 43.1 3.3437 10.2708 0.3256 1.9553 0.8256 150 43.6 3.3825 10.2855 0.3289 2.0950 0.8289 160 43.8 3.3980 10.3002 0.3299 2.2346 0.8299 170 44.1 3.4213 10.3149 0.3317 2.3743 0.8317 180 44.5 3.4523 10.3297 0.3342 2.5140 0.8342 190 44.9 3.4833 10.3445 0.3367 2.6536 0.8367 200 45.0 3.4911 10.3594 0.3370 2.7933 0.8370 210 45.2 3.5066 10.3743 0.3380 2.9330 0.8380 220 45.4 3.5221 10.3892 0.3390 3.0726 0.8390 230 45.7 3.5454 10.4042 0.3408 3.2123 0.8408 240 45.8 3.5532 10.4192 0.3410 3.3520 0.8410 250 45.9 3.5609 10.4343 0.3413 3.4916 0.8413 260 45.9 3.5609 10.4494 0.3408 3.6313 0.8408
  2. 2. 270 45.8 3.5532 10.4646 0.3395 3.7709 0.8395280 45.8 3.5532 10.4798 0.3390 3.9106 0.8390290 45.9 3.5609 10.4951 0.3393 4.0503 0.8393300 45.9 3.5609 10.5104 0.3388 4.1899 0.8388310 45.9 3.5609 10.5257 0.3383 4.3296 0.8383320 45.9 3.5609 10.5411 0.3378 4.4693 0.8378330 45.7 3.5454 10.5565 0.3358 4.6089 0.8358340 45.4 3.5221 10.5720 0.3332 4.7486 0.8332350 45.2 3.5066 10.5875 0.3312 4.8883 0.8312360 45.1 3.4989 10.6031 0.3300 5.0279 0.8300370 45.0 3.4911 10.6187 0.3288 5.1676 0.8288380 44.9 3.4833 10.6344 0.3276 5.3073 0.8276
  3. 3. COLLEGE OF ENGINEERING TRIAXIAL KASETSART UNIVERSITY COMPRESSION TESTPROJECT ก่อสร้างหมู่บ้านจัดสรร OWNER JOB NO.LOCATION BORING NO. BH-1 SIMPLE NO. BT-2SOIL DESCRIPTION DEPTH 2-3 mTESTED BY DATECHECK BY DATESIMPLE DATA:INITIAL SIMPLE HT : INITIAL SIMPLE AREA :INITIAL SIMPLE WT : SIMPLE WATER CONTENT :MECHINE DATA: MOTORIZED MANUAL LOADING RATE: 4.00 mm/min PROVINGRING NO. PROVINGRING CONTENT 0.0774 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 0 1 2 3 4 5 6
  4. 4. COLLEGE OF ENGINEERING TRIAXIAL KASETSART UNIVERSITY COMPRESSION TESTPROJECT นิคมอุตสาหกรรมมหานคร OWNER JOB NO.LOCATION BORING NO. BH-5 SIMPLE NO. BT-2SOIL DESCRIPTION DEPTH 1-2 mTESTED BY DATECHECK BY DATESIMPLE DATA:INITIAL SIMPLE HT : INITIAL SIMPLE AREA :INITIAL SIMPLE WT : SIMPLE WATER CONTENT :MECHINE DATA: MOTORIZED MANUAL LOADING RATE: 4.00 mm/min PROVINGRING NO. PROVINGRING CONTENT 0.0074 VERTICAL Vertical Axial Strain Vertical Stress Proving Ring Virtical Load Corrected AreaDEFORMETION Reading (div) (kg) (cm^2) (ksc) remark 10^-2 mm Stress (ksc) (%) 10 14.5 1.1223 9.8040 0.1145 0.1426 1.1145 20 15 1.1610 9.8180 0.1183 0.2851 1.1183 30 16.9 1.3081 9.8320 0.1330 0.4277 1.1330 40 19 1.4706 9.8461 0.1494 0.5702 1.1494 50 23 1.7802 9.8603 0.1805 0.7128 1.1805 60 27.8 2.1517 9.8745 0.2179 0.8553 1.2179 70 32 2.4768 9.8887 0.2505 0.9979 1.2505 80 36.5 2.8251 9.9029 0.2853 1.1404 1.2853 90 42.4 3.2818 9.9172 0.3309 1.2830 1.3309 100 47.8 3.6997 9.9316 0.3725 1.4255 1.3725 110 51.5 3.9861 9.9460 0.4008 1.5681 1.4008 120 55 4.2570 9.9604 0.4274 1.7106 1.4274 130 57.6 4.4582 9.9749 0.4469 1.8532 1.4469 140 60 4.6440 9.9894 0.4649 1.9957 1.4649 150 62.1 4.8065 10.0039 0.4805 2.1383 1.4805 160 64.1 4.9613 10.0185 0.4952 2.2808 1.4952 170 66 5.1084 10.0331 0.5092 2.4234 1.5092 180 67.8 5.2477 10.0478 0.5223 2.5659 1.5223 190 69.2 5.3561 10.0625 0.5323 2.7085 1.5323 200 70.6 5.4644 10.0773 0.5423 2.8510 1.5423 210 72 5.5728 10.0921 0.5522 2.9936 1.5522 220 72.8 5.6347 10.1070 0.5575 3.1361 1.5575 230 73.7 5.7044 10.1219 0.5636 3.2787 1.5636 240 74.5 5.7663 10.1368 0.5688 3.4212 1.5688 250 75.1 5.8127 10.1518 0.5726 3.5638 1.5726 260 75.9 5.8747 10.1668 0.5778 3.7063 1.5778 270 76 5.8824 10.1819 0.5777 3.8489 1.5777
  5. 5. 280 76.7 5.9366 10.1970 0.5822 3.9914 1.5822290 78.2 6.0527 10.2122 0.5927 4.1340 1.5927300 77.9 6.0295 10.2274 0.5895 4.2766 1.5895310 78.1 6.0449 10.2426 0.5902 4.4191 1.5902320 78.1 6.0449 10.2579 0.5893 4.5617 1.5893330 78.8 6.0991 10.2733 0.5937 4.7042 1.5937340 78.9 6.1069 10.2887 0.5936 4.8468 1.5936350 79 6.1146 10.3041 0.5934 4.9893 1.5934360 79.5 6.1533 10.3196 0.5963 5.1319 1.5963370 79.9 6.1843 10.3351 0.5984 5.2744 1.5984380 80 6.1920 10.3507 0.5982 5.4170 1.5982390 80 6.1920 10.3663 0.5973 5.5595 1.5973400 80.1 6.1997 10.3820 0.5972 5.7021 1.5972410 80.2 6.2075 10.3977 0.5970 5.8446 1.5970420 80.3 6.2152 10.4135 0.5968 5.9872 1.5968430 80.4 6.2230 10.4293 0.5967 6.1297 1.5967440 81 6.2694 10.4451 0.6002 6.2723 1.6002450 81.1 6.2771 10.4611 0.6000 6.4148 1.6000460 81.1 6.2771 10.4770 0.5991 6.5574 1.5991470 81.2 6.2849 10.4930 0.5990 6.6999 1.5990480 81.2 6.2849 10.5091 0.5980 6.8425 1.5980490 81.3 6.2926 10.5252 0.5979 6.9850 1.5979500 81.5 6.3081 10.5413 0.5984 7.1276 1.5984510 81.6 6.3158 10.5575 0.5982 7.2701 1.5982520 81.8 6.3313 10.5738 0.5988 7.4127 1.5988530 81.9 6.3391 10.5901 0.5986 7.5552 1.5986540 81.9 6.3391 10.6065 0.5977 7.6978 1.5977550 82 6.3468 10.6229 0.5975 7.8403 1.5975560 81.9 6.3391 10.6393 0.5958 7.9829 1.5958570 81.9 6.3391 10.6558 0.5949 8.1254 1.5949580 81.9 6.3391 10.6724 0.5940 8.2680 1.5940590 81.9 6.3391 10.6890 0.5930 8.4105 1.5930600 81.9 6.3391 10.7057 0.5921 8.5531 1.5921610 81.9 6.3391 10.7224 0.5912 8.6957 1.5912620 81.9 6.3391 10.7391 0.5903 8.8382 1.5903630 81.9 6.3391 10.7560 0.5894 8.9808 1.5894
  6. 6. COLLEGE OF ENGINEERING TRIAXIAL KASETSART UNIVERSITY COMPRESSION TESTPROJECT นิคมอุตสาหกรรมมหานคร OWNER JOB NO.LOCATION BORING NO. BH-5 SIMPLE NO. BT-2SOIL DESCRIPTION DEPTH 1-2 mTESTED BY DATECHECK BY DATESIMPLE DATA:INITIAL SIMPLE HT : INITIAL SIMPLE AREA :INITIAL SIMPLE WT : SIMPLE WATER CONTENT :MECHINE DATA: MOTORIZED MANUAL LOADING RATE: 4.00 mm/min PROVINGRING NO. PROVINGRING CONTENT 0.0774 1.8 1.6 1.4 1.2 1 0.8 0.6 0.4 0.2 0 0 2 4 6 8 10
  7. 7. COLLEGE OF ENGINEERING TRIAXIAL KASETSART UNIVERSITY COMPRESSION TESTPROJECT ก่อสร้างหมู่บ้านจัดสรร OWNER JOB NO.LOCATION BORING NO. BH-1 SIMPLE NO. BT-2SOIL DESCRIPTION DEPTH 2-3 mTESTED BY DATECHECK BY DATESIMPLE DATA:INITIAL SIMPLE HT : INITIAL SIMPLE AREA :INITIAL SIMPLE WT : SIMPLE WATER CONTENT :MECHINE DATA: MOTORIZED MANUAL LOADING RATE: 4.00 mm/min PROVINGRING NO. PROVINGRING CONTENT 0.0074 VERTICAL Proving Ring Virtical Load Corrected Area Vertical Axial Strain Vertical StressDEFORMETION Reading (div) (kg) (cm^2) (ksc) remark 10^-2 mm Stress (ksc) (%) 10 14.5 1.1223 8.4686 0.1325 0.1460 2.1325 20 16.5 1.2771 8.4810 0.1506 0.2920 2.1506 30 17.0 1.3158 8.4934 0.1549 0.4380 2.1549 40 18.0 1.3932 8.5059 0.1638 0.5839 2.1638 50 18.1 1.4009 8.5184 0.1645 0.7299 2.1645 60 18.3 1.4164 8.5309 0.1660 0.8759 2.1660 70 20.0 1.5480 8.5435 0.1812 1.0219 2.1812 80 23.0 1.7802 8.5561 0.2081 1.1679 2.2081 90 25.0 1.9350 8.5688 0.2258 1.3139 2.2258 100 28.0 2.1672 8.5815 0.2525 1.4599 2.2525 110 30.0 2.3220 8.5942 0.2702 1.6058 2.2702 120 32.0 2.4768 8.6070 0.2878 1.7518 2.2878 130 33.5 2.5929 8.6198 0.3008 1.8978 2.3008 140 35.0 2.7090 8.6326 0.3138 2.0438 2.3138 150 36.0 2.7864 8.6455 0.3223 2.1898 2.3223 160 37.2 2.8793 8.6585 0.3325 2.3358 2.3325 170 38.2 2.9567 8.6714 0.3410 2.4818 2.3410 180 39.2 3.0341 8.6844 0.3494 2.6277 2.3494 190 40.2 3.1115 8.6975 0.3577 2.7737 2.3577 200 41.0 3.1734 8.7105 0.3643 2.9197 2.3643 210 41.2 3.1889 8.7237 0.3655 3.0657 2.3655 220 42.0 3.2508 8.7368 0.3721 3.2117 2.3721 230 42.2 3.2663 8.7500 0.3733 3.3577 2.3733 240 42.6 3.2972 8.7632 0.3763 3.5036 2.3763 250 43.0 3.3282 8.7765 0.3792 3.6496 2.3792 260 43.5 3.3669 8.7898 0.3830 3.7956 2.3830 270 44.0 3.4056 8.8032 0.3869 3.9416 2.3869 280 44.5 3.4443 8.8166 0.3907 4.0876 2.3907 290 45.0 3.4830 8.8300 0.3944 4.2336 2.3944 300 45.5 3.5217 8.8435 0.3982 4.3796 2.3982
  8. 8. 310 46.0 3.5604 8.8570 0.4020 4.5255 2.4020320 46.4 3.5914 8.8706 0.4049 4.6715 2.4049330 46.8 3.6223 8.8842 0.4077 4.8175 2.4077340 47.0 3.6378 8.8979 0.4088 4.9635 2.4088350 47.5 3.6765 8.9115 0.4126 5.1095 2.4126360 47.5 3.6765 8.9253 0.4119 5.2555 2.4119370 47.5 3.6765 8.9390 0.4113 5.4015 2.4113380 47.5 3.6765 8.9529 0.4107 5.5474 2.4107390 47.8 3.6997 8.9667 0.4126 5.6934 2.4126400 48.0 3.7152 8.9806 0.4137 5.8394 2.4137410 48.0 3.7152 8.9946 0.4130 5.9854 2.4130420 48.0 3.7152 9.0086 0.4124 6.1314 2.4124430 48.1 3.7229 9.0226 0.4126 6.2774 2.4126440 48.1 3.7229 9.0367 0.4120 6.4234 2.4120450 48.1 3.7229 9.0508 0.4113 6.5693 2.4113460 48.2 3.7307 9.0650 0.4115 6.7153 2.4115470 48.3 3.7384 9.0792 0.4118 6.8613 2.4118480 48.5 3.7539 9.0934 0.4128 7.0073 2.4128490 48.6 3.7616 9.1077 0.4130 7.1533 2.4130500 48.8 3.7771 9.1221 0.4141 7.2993 2.4141510 49.0 3.7926 9.1364 0.4151 7.4453 2.4151520 49.0 3.7926 9.1509 0.4145 7.5912 2.4145530 49.0 3.7926 9.1654 0.4138 7.7372 2.4138540 49.2 3.8081 9.1799 0.4148 7.8832 2.4148550 49.2 3.8081 9.1945 0.4142 8.0292 2.4142560 49.5 3.8313 9.2091 0.4160 8.1752 2.4160570 49.8 3.8545 9.2237 0.4179 8.3212 2.4179580 50.0 3.8700 9.2384 0.4189 8.4672 2.4189590 50.0 3.8700 9.2532 0.4182 8.6131 2.4182600 50.0 3.8700 9.2680 0.4176 8.7591 2.4176610 50.0 3.8700 9.2829 0.4169 8.9051 2.4169620 50.0 3.8700 9.2978 0.4162 9.0511 2.4162630 50.0 3.8700 9.3127 0.4156 9.1971 2.4156640 50.0 3.8700 9.3277 0.4149 9.3431 2.4149650 50.0 3.8700 9.3427 0.4142 9.4891 2.4142660 50.0 3.8700 9.3578 0.4136 9.6350 2.4136670 50.0 3.8700 9.3730 0.4129 9.7810 2.4129680 49.6 3.8390 9.3882 0.4089 9.9270 2.4089690 49.2 3.8081 9.4034 0.4050 10.0730 2.4050700 49.0 3.7926 9.4187 0.4027 10.2190 2.4027710 49.0 3.7926 9.4340 0.4020 10.3650 2.4020720 48.6 3.7616 9.4494 0.3981 10.5109 2.3981730 48.0 3.7152 9.4649 0.3925 10.6569 2.3925740 48.0 3.7152 9.4804 0.3919 10.8029 2.3919750 47.5 3.6765 9.4959 0.3872 10.9489 2.3872760 47.5 3.6765 9.5115 0.3865 11.0949 2.3865770 47.2 3.6533 9.5271 0.3835 11.2409 2.3835780 47.1 3.6455 9.5428 0.3820 11.3869 2.3820790 47.1 3.6455 9.5586 0.3814 11.5328 2.3814800 47.0 3.6378 9.5744 0.3800 11.6788 2.3800810 47 3.6378 9.5902 0.3793 11.8248 2.3793
  9. 9. 820 47 3.6378 9.6061 0.3787 11.9708 2.3787830 46.8 3.62232 9.6221 0.3765 12.1168 2.3765840 46.5 3.5991 9.6381 0.3734 12.2628 2.3734850 46.5 3.5991 9.6542 0.3728 12.4088 2.3728860 46.5 3.5991 9.6703 0.3722 12.5547 2.3722870 46.5 3.5991 9.6865 0.3716 12.7007 2.3716880 46.5 3.5991 9.7027 0.3709 12.8467 2.3709890 46.5 3.5991 9.7190 0.3703 12.9927 2.3703900 46.5 3.5991 9.7353 0.3697 13.1387 2.3697
  10. 10. COLLEGE OF ENGINEERING TRIAXIAL KASETSART UNIVERSITY COMPRESSION TESTPROJECT ก่อสร้างหมู่บ้านจัดสรร OWNER JOB NO.LOCATION BORING NO. BH-1 SIMPLE NO. BT-2SOIL DESCRIPTION DEPTH 2-3 mTESTED BY DATECHECK BY DATESIMPLE DATA:INITIAL SIMPLE HT : INITIAL SIMPLE AREA :INITIAL SIMPLE WT : SIMPLE WATER CONTENT :MECHINE DATA: MOTORIZED MANUAL LOADING RATE: 4.00 mm/min PROVINGRING NO. PROVINGRING CONTENT 0.0774 2.45 2.4 2.35 2.3 Group 3 2.25 2.2 2.15 2.1 0 2 4 6 8 10 12 14
  11. 11. COLLEGE OF ENGINEERING TRIAXIAL KASETSART UNIVERSITY COMPRESSION TESTPROJECT OWNER JOB NO.LOCATION BORING NO. SIMPLE NO.SOIL DESCRIPTION DEPTHTESTED BY DATECHECK BY DATESIMPLE DATA:INITIAL SIMPLE HT : INITIAL SIMPLE AREA :INITIAL SIMPLE WT : SIMPLE WATER CONTENT :MECHINE DATA: MOTORIZED MANUAL LOADING RATE: PROVINGRING NO. PROVINGRING CONTENT VERTICAL Vertical Axial Strain Vertical Stress Proving Ring Virtical Load Corrected AreaDEFORMETION Reading (div) (kg) (cm^2) (ksc) remark 10^-2 mm Stress (ksc) (%)
  12. 12. COLLEGE OF ENGINEERING TRIAXIAL KASETSART UNIVERSITY COMPRESSION TESTPROJECT OWNER JOB NO.LOCATION BORING NO. SIMPLE NO.SOIL DESCRIPTION DEPTHTESTED BY DATECHECK BY DATESIMPLE DATA:INITIAL SIMPLE HT : INITIAL SIMPLE AREA :INITIAL SIMPLE WT : SIMPLE WATER CONTENT :MECHINE DATA: MOTORIZED MANUAL LOADING RATE: PROVINGRING NO. PROVINGRING CONTENT 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

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