The document appears to be a report detailing the results of a triaxial compression test on a soil sample. It includes information such as the location and job number of the test, descriptions of the soil sample and test equipment used, and a table showing the deformation, load, stress, and strain values measured at regular intervals during the test. A graph is also included showing the relationship between stress and strain for the sample. The test was conducted to determine the mechanical properties and behavior of a soil under increasing compressive loads.

1. COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
PROJECT ก่อสร้างหมู่บ้านจัดสรร OWNER JOB NO.
LOCATION BORING NO. BH-1 SIMPLE NO. BT-2
SOIL DESCRIPTION DEPTH 2-3 m
TESTED BY DATE
CHECK BY DATE
SIMPLE 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 Corrected
DEFORMETION
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. 270 45.8 3.5532 10.4646 0.3395 3.7709 0.8395
280 45.8 3.5532 10.4798 0.3390 3.9106 0.8390
290 45.9 3.5609 10.4951 0.3393 4.0503 0.8393
300 45.9 3.5609 10.5104 0.3388 4.1899 0.8388
310 45.9 3.5609 10.5257 0.3383 4.3296 0.8383
320 45.9 3.5609 10.5411 0.3378 4.4693 0.8378
330 45.7 3.5454 10.5565 0.3358 4.6089 0.8358
340 45.4 3.5221 10.5720 0.3332 4.7486 0.8332
350 45.2 3.5066 10.5875 0.3312 4.8883 0.8312
360 45.1 3.4989 10.6031 0.3300 5.0279 0.8300
370 45.0 3.4911 10.6187 0.3288 5.1676 0.8288
380 44.9 3.4833 10.6344 0.3276 5.3073 0.8276

3. COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
PROJECT ก่อสร้างหมู่บ้านจัดสรร OWNER JOB NO.
LOCATION BORING NO. BH-1 SIMPLE NO. BT-2
SOIL DESCRIPTION DEPTH 2-3 m
TESTED BY DATE
CHECK BY DATE
SIMPLE 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. COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
PROJECT นิคมอุตสาหกรรมมหานคร OWNER JOB NO.
LOCATION BORING NO. BH-5 SIMPLE NO. BT-2
SOIL DESCRIPTION DEPTH 1-2 m
TESTED BY DATE
CHECK BY DATE
SIMPLE 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 Area
DEFORMETION
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. 280 76.7 5.9366 10.1970 0.5822 3.9914 1.5822
290 78.2 6.0527 10.2122 0.5927 4.1340 1.5927
300 77.9 6.0295 10.2274 0.5895 4.2766 1.5895
310 78.1 6.0449 10.2426 0.5902 4.4191 1.5902
320 78.1 6.0449 10.2579 0.5893 4.5617 1.5893
330 78.8 6.0991 10.2733 0.5937 4.7042 1.5937
340 78.9 6.1069 10.2887 0.5936 4.8468 1.5936
350 79 6.1146 10.3041 0.5934 4.9893 1.5934
360 79.5 6.1533 10.3196 0.5963 5.1319 1.5963
370 79.9 6.1843 10.3351 0.5984 5.2744 1.5984
380 80 6.1920 10.3507 0.5982 5.4170 1.5982
390 80 6.1920 10.3663 0.5973 5.5595 1.5973
400 80.1 6.1997 10.3820 0.5972 5.7021 1.5972
410 80.2 6.2075 10.3977 0.5970 5.8446 1.5970
420 80.3 6.2152 10.4135 0.5968 5.9872 1.5968
430 80.4 6.2230 10.4293 0.5967 6.1297 1.5967
440 81 6.2694 10.4451 0.6002 6.2723 1.6002
450 81.1 6.2771 10.4611 0.6000 6.4148 1.6000
460 81.1 6.2771 10.4770 0.5991 6.5574 1.5991
470 81.2 6.2849 10.4930 0.5990 6.6999 1.5990
480 81.2 6.2849 10.5091 0.5980 6.8425 1.5980
490 81.3 6.2926 10.5252 0.5979 6.9850 1.5979
500 81.5 6.3081 10.5413 0.5984 7.1276 1.5984
510 81.6 6.3158 10.5575 0.5982 7.2701 1.5982
520 81.8 6.3313 10.5738 0.5988 7.4127 1.5988
530 81.9 6.3391 10.5901 0.5986 7.5552 1.5986
540 81.9 6.3391 10.6065 0.5977 7.6978 1.5977
550 82 6.3468 10.6229 0.5975 7.8403 1.5975
560 81.9 6.3391 10.6393 0.5958 7.9829 1.5958
570 81.9 6.3391 10.6558 0.5949 8.1254 1.5949
580 81.9 6.3391 10.6724 0.5940 8.2680 1.5940
590 81.9 6.3391 10.6890 0.5930 8.4105 1.5930
600 81.9 6.3391 10.7057 0.5921 8.5531 1.5921
610 81.9 6.3391 10.7224 0.5912 8.6957 1.5912
620 81.9 6.3391 10.7391 0.5903 8.8382 1.5903
630 81.9 6.3391 10.7560 0.5894 8.9808 1.5894

6. COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
PROJECT นิคมอุตสาหกรรมมหานคร OWNER JOB NO.
LOCATION BORING NO. BH-5 SIMPLE NO. BT-2
SOIL DESCRIPTION DEPTH 1-2 m
TESTED BY DATE
CHECK BY DATE
SIMPLE 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. COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
PROJECT ก่อสร้างหมู่บ้านจัดสรร OWNER JOB NO.
LOCATION BORING NO. BH-1 SIMPLE NO. BT-2
SOIL DESCRIPTION DEPTH 2-3 m
TESTED BY DATE
CHECK BY DATE
SIMPLE 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 Stress
DEFORMETION
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. 310 46.0 3.5604 8.8570 0.4020 4.5255 2.4020
320 46.4 3.5914 8.8706 0.4049 4.6715 2.4049
330 46.8 3.6223 8.8842 0.4077 4.8175 2.4077
340 47.0 3.6378 8.8979 0.4088 4.9635 2.4088
350 47.5 3.6765 8.9115 0.4126 5.1095 2.4126
360 47.5 3.6765 8.9253 0.4119 5.2555 2.4119
370 47.5 3.6765 8.9390 0.4113 5.4015 2.4113
380 47.5 3.6765 8.9529 0.4107 5.5474 2.4107
390 47.8 3.6997 8.9667 0.4126 5.6934 2.4126
400 48.0 3.7152 8.9806 0.4137 5.8394 2.4137
410 48.0 3.7152 8.9946 0.4130 5.9854 2.4130
420 48.0 3.7152 9.0086 0.4124 6.1314 2.4124
430 48.1 3.7229 9.0226 0.4126 6.2774 2.4126
440 48.1 3.7229 9.0367 0.4120 6.4234 2.4120
450 48.1 3.7229 9.0508 0.4113 6.5693 2.4113
460 48.2 3.7307 9.0650 0.4115 6.7153 2.4115
470 48.3 3.7384 9.0792 0.4118 6.8613 2.4118
480 48.5 3.7539 9.0934 0.4128 7.0073 2.4128
490 48.6 3.7616 9.1077 0.4130 7.1533 2.4130
500 48.8 3.7771 9.1221 0.4141 7.2993 2.4141
510 49.0 3.7926 9.1364 0.4151 7.4453 2.4151
520 49.0 3.7926 9.1509 0.4145 7.5912 2.4145
530 49.0 3.7926 9.1654 0.4138 7.7372 2.4138
540 49.2 3.8081 9.1799 0.4148 7.8832 2.4148
550 49.2 3.8081 9.1945 0.4142 8.0292 2.4142
560 49.5 3.8313 9.2091 0.4160 8.1752 2.4160
570 49.8 3.8545 9.2237 0.4179 8.3212 2.4179
580 50.0 3.8700 9.2384 0.4189 8.4672 2.4189
590 50.0 3.8700 9.2532 0.4182 8.6131 2.4182
600 50.0 3.8700 9.2680 0.4176 8.7591 2.4176
610 50.0 3.8700 9.2829 0.4169 8.9051 2.4169
620 50.0 3.8700 9.2978 0.4162 9.0511 2.4162
630 50.0 3.8700 9.3127 0.4156 9.1971 2.4156
640 50.0 3.8700 9.3277 0.4149 9.3431 2.4149
650 50.0 3.8700 9.3427 0.4142 9.4891 2.4142
660 50.0 3.8700 9.3578 0.4136 9.6350 2.4136
670 50.0 3.8700 9.3730 0.4129 9.7810 2.4129
680 49.6 3.8390 9.3882 0.4089 9.9270 2.4089
690 49.2 3.8081 9.4034 0.4050 10.0730 2.4050
700 49.0 3.7926 9.4187 0.4027 10.2190 2.4027
710 49.0 3.7926 9.4340 0.4020 10.3650 2.4020
720 48.6 3.7616 9.4494 0.3981 10.5109 2.3981
730 48.0 3.7152 9.4649 0.3925 10.6569 2.3925
740 48.0 3.7152 9.4804 0.3919 10.8029 2.3919
750 47.5 3.6765 9.4959 0.3872 10.9489 2.3872
760 47.5 3.6765 9.5115 0.3865 11.0949 2.3865
770 47.2 3.6533 9.5271 0.3835 11.2409 2.3835
780 47.1 3.6455 9.5428 0.3820 11.3869 2.3820
790 47.1 3.6455 9.5586 0.3814 11.5328 2.3814
800 47.0 3.6378 9.5744 0.3800 11.6788 2.3800
810 47 3.6378 9.5902 0.3793 11.8248 2.3793

9. 820 47 3.6378 9.6061 0.3787 11.9708 2.3787
830 46.8 3.62232 9.6221 0.3765 12.1168 2.3765
840 46.5 3.5991 9.6381 0.3734 12.2628 2.3734
850 46.5 3.5991 9.6542 0.3728 12.4088 2.3728
860 46.5 3.5991 9.6703 0.3722 12.5547 2.3722
870 46.5 3.5991 9.6865 0.3716 12.7007 2.3716
880 46.5 3.5991 9.7027 0.3709 12.8467 2.3709
890 46.5 3.5991 9.7190 0.3703 12.9927 2.3703
900 46.5 3.5991 9.7353 0.3697 13.1387 2.3697

10. COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
PROJECT ก่อสร้างหมู่บ้านจัดสรร OWNER JOB NO.
LOCATION BORING NO. BH-1 SIMPLE NO. BT-2
SOIL DESCRIPTION DEPTH 2-3 m
TESTED BY DATE
CHECK BY DATE
SIMPLE 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. COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
PROJECT OWNER JOB NO.
LOCATION BORING NO. SIMPLE NO.
SOIL DESCRIPTION DEPTH
TESTED BY DATE
CHECK BY DATE
SIMPLE 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 Area
DEFORMETION
Reading (div) (kg) (cm^2) (ksc)
remark
10^-2 mm Stress (ksc) (%)

13. COLLEGE OF ENGINEERING TRIAXIAL
KASETSART UNIVERSITY COMPRESSION TEST
PROJECT OWNER JOB NO.
LOCATION BORING NO. SIMPLE NO.
SOIL DESCRIPTION DEPTH
TESTED BY DATE
CHECK BY DATE
SIMPLE 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