caniqs

5files.zip

TriaxialData.xlsx

Intro

σ3 50kPa

Time	Displacement (mm)	Load (N)
0:00:00	2.75	22	<----------	You will need to zero both the displacement and load values at time = 0
0:00:10	2.77	41		The values that follow should then be altered relative to the initial 0 value
0:00:20	2.85	52
0:00:30	2.97	59
0:00:40	3.14	73
0:00:50	3.31	74
0:01:00	3.45	81
0:01:10	3.62	80
0:01:20	3.79	85
0:01:30	3.95	91
0:01:40	4.1	94
0:01:50	4.23	93
0:02:00	4.36	103
0:02:10	4.53	103
0:02:20	4.69	107
0:02:30	4.85	110
0:02:40	5.01	115
0:02:50	5.17	118
0:03:00	5.35	123
0:03:10	5.51	127
0:03:20	5.68	131
0:03:30	5.85	135
0:03:40	6.01	138
0:03:50	6.16	142
0:04:00	6.33	145
0:04:10	6.49	148
0:04:20	6.65	152
0:04:30	6.83	158
0:04:40	6.99	159
0:04:50	7.15	163
0:05:00	7.32	167
0:05:10	7.49	171
0:05:20	7.66	175
0:05:30	7.83	176
0:05:40	7.99	179
0:05:50	8.15	183
0:06:00	8.32	184
0:06:10	8.48	188
0:06:20	8.65	190
0:06:30	8.81	194
0:06:40	8.99	198
0:06:50	9.16	202
0:07:00	9.31	202
0:07:10	9.47	204
0:07:20	9.66	207
0:07:30	9.82	211
0:07:40	9.98	215
0:07:50	10.15	217
0:08:00	10.31	218
0:08:10	10.46	220
0:08:20	10.64	224
0:08:30	10.83	228
0:08:40	10.99	230
0:08:50	11.16	234
0:09:00	11.32	234
0:09:10	11.48	236
0:09:20	11.65	239
0:09:30	11.82	241
0:09:40	11.98	241
0:09:50	12.14	246
0:10:00	12.3	248
0:10:10	12.48	252
0:10:20	12.64	256
0:10:30	12.81	255
0:10:40	12.97	257
0:10:50	13.14	257
0:11:00	13.31	262
0:11:10	13.48	262
0:11:20	13.64	263
0:11:30	13.81	269
0:11:40	13.98	270
0:11:50	14.14	272
0:12:00	14.31	274
0:12:10	14.47	275
0:12:20	14.64	277
0:12:30	14.82	277
0:12:40	14.98	281
0:12:50	15.15	281
0:13:00	15.3	282
0:13:10	15.48	284
0:13:20	15.64	286
0:13:30	15.81	288
0:13:40	15.98	290
0:13:50	16.15	288
0:14:00	16.31	293
0:14:10	16.47	292
0:14:20	16.64	295
0:14:30	16.8	296
0:14:40	16.98	297
0:14:50	17.14	299
0:15:00	17.31	301
0:15:10	17.47	302
0:15:20	17.63	302
0:15:30	17.8	304
0:15:38	17.95	307

σ3 100kPa

Time	Displacement (mm)	Load (N)
0:00:00	1.03	15	<----------	You will need to zero both the displacement and load values at time = 0
0:00:10	1.11	58		The values that follow should then be altered relative to the initial 0 value
0:00:20	1.23	92
0:00:30	1.4	116
0:00:40	1.57	128
0:00:50	1.74	140
0:01:00	1.91	151
0:01:10	2.08	157
0:01:20	2.24	166
0:01:30	2.41	172
0:01:40	2.56	180
0:01:50	2.72	187
0:02:00	2.89	195
0:02:10	3.04	200
0:02:20	3.21	207
0:02:30	3.38	212
0:02:40	3.56	218
0:02:50	3.72	225
0:03:00	3.9	230
0:03:10	4.07	233
0:03:20	4.23	241
0:03:30	4.4	245
0:03:40	4.56	251
0:03:50	4.7	254
0:04:00	4.87	260
0:04:10	5.04	265
0:04:20	5.2	267
0:04:30	5.37	273
0:04:40	5.54	277
0:04:50	5.71	281
0:05:00	5.88	286
0:05:10	6.04	290
0:05:20	6.21	294
0:05:30	6.38	297
0:05:40	6.54	299
0:05:50	6.7	305
0:06:00	6.86	307
0:06:10	7.03	312
0:06:20	7.21	316
0:06:30	7.37	320
0:06:40	7.54	322
0:06:50	7.7	326
0:07:00	7.87	329
0:07:10	8.05	331
0:07:20	8.21	334
0:07:30	8.38	338
0:07:40	8.54	343
0:07:50	8.7	344
0:08:00	8.87	348
0:08:10	9.03	352
0:08:20	9.2	355
0:08:30	9.37	359
0:08:40	9.54	360
0:08:50	9.71	365
0:09:00	9.87	367
0:09:10	10.04	369
0:09:20	10.21	371
0:09:30	10.38	374
0:09:40	10.54	378
0:09:50	10.69	381
0:10:00	10.87	384
0:10:10	11.04	386
0:10:20	11.21	388
0:10:30	11.37	390
0:10:40	11.54	393
0:10:50	11.71	396
0:11:00	11.87	398
0:11:10	12.05	401
0:11:20	12.21	402
0:11:30	12.38	406
0:11:40	12.54	409
0:11:50	12.71	410
0:12:00	12.86	413
0:12:10	13.04	417
0:12:20	13.21	420
0:12:30	13.37	420
0:12:40	13.54	424
0:12:50	13.7	425
0:13:00	13.86	427
0:13:10	14.03	429
0:13:20	14.19	432
0:13:30	14.37	434
0:13:40	14.52	436
0:13:50	14.69	437
0:14:00	14.86	438
0:14:10	15.03	442
0:14:20	15.2	443
0:14:30	15.36	444
0:14:40	15.53	447
0:14:50	15.7	450
0:15:00	15.86	451
0:15:10	16.02	452
0:15:20	16.2	454
0:15:21	16.23	453

σ3 200kPa

Time	Displacement (mm)	Load (N)
0:00:00	1.63	170	<----------	You will need to zero both the displacement and load values at time = 0
0:00:10	1.76	196		The values that follow should then be altered relative to the initial 0 value
0:00:20	1.83	215
0:00:30	1.99	229
0:00:40	2.15	238
0:00:50	2.31	245
0:01:00	2.47	253
0:01:10	2.64	259
0:01:20	2.81	267
0:01:30	2.98	273
0:01:40	3.16	279
0:01:50	3.33	286
0:02:00	3.5	291
0:02:10	3.66	296
0:02:20	3.83	301
0:02:30	4	307
0:02:40	4.16	311
0:02:50	4.31	317
0:03:00	4.48	322
0:03:10	4.64	326
0:03:20	4.81	331
0:03:30	4.98	336
0:03:40	5.16	341
0:03:50	5.33	345
0:04:00	5.5	349
0:04:10	5.67	354
0:04:20	5.83	358
0:04:30	6	362
0:04:40	6.16	366
0:04:50	6.32	371
0:05:00	6.48	374
0:05:10	6.64	379
0:05:20	6.81	382
0:05:30	6.98	386
0:05:40	7.16	390
0:05:50	7.33	394
0:06:00	7.5	397
0:06:10	7.67	401
0:06:20	7.84	404
0:06:30	8	408
0:06:40	8.17	410
0:06:50	8.33	414
0:07:00	8.49	417
0:07:10	8.65	421
0:07:20	8.82	424
0:07:30	9	428
0:07:40	9.17	431
0:07:50	9.34	434
0:08:00	9.51	437
0:08:10	9.68	440
0:08:20	9.85	442
0:08:30	10.01	445
0:08:40	10.17	448
0:08:50	10.33	451
0:09:00	10.49	454
0:09:10	10.65	457
0:09:20	10.82	459
0:09:30	10.99	463
0:09:40	11.16	465
0:09:50	11.34	468
0:10:00	11.51	469
0:10:10	11.68	474
0:10:20	11.85	476
0:10:30	12.01	478
0:10:40	12.17	481
0:10:50	12.33	484
0:11:00	12.49	486
0:11:10	12.65	489
0:11:20	12.82	491
0:11:30	12.99	493
0:11:40	13.16	497
0:11:50	13.34	498
0:12:00	13.51	502
0:12:10	13.68	503
0:12:20	13.85	505
0:12:30	14.01	507
0:12:40	14.17	509
0:12:50	14.33	513
0:13:00	14.49	514
0:13:10	14.65	516
0:13:20	14.82	519
0:13:30	14.99	520
0:13:40	15.16	523
0:13:50	15.33	525
0:14:00	15.51	527
0:14:10	15.68	528
0:14:20	15.84	531
0:14:30	16.01	533
0:14:40	16.17	534
0:14:50	16.34	536
0:15:00	16.5	539
0:15:10	16.66	541
0:15:20	16.82	542
0:15:21	16.83	543

σ3 400kPa

Time	Displacement (mm)	Load (N)
0:00:00	5.36	38	<----------	You will need to zero both the displacement and load values at time = 0
0:00:10	5.35	46		The values that follow should then be altered relative to the initial 0 value
0:00:20	5.5	61
0:00:30	5.64	139
0:00:40	5.81	166
0:00:50	5.98	181
0:01:00	6.15	196
0:01:10	6.31	206
0:01:20	6.48	218
0:01:30	6.64	228
0:01:40	6.81	240
0:01:50	6.97	248
0:02:00	7.13	259
0:02:10	7.29	267
0:02:20	7.46	277
0:02:30	7.63	286
0:02:40	7.8	295
0:02:50	7.97	304
0:03:00	8.14	311
0:03:10	8.31	320
0:03:20	8.48	325
0:03:30	8.64	334
0:03:40	8.8	339
0:03:50	8.96	347
0:04:00	9.13	353
0:04:10	9.29	361
0:04:20	9.46	366
0:04:30	9.63	372
0:04:40	9.8	379
0:04:50	9.97	384
0:05:00	10.14	390
0:05:10	10.3	396
0:05:20	10.47	402
0:05:30	10.63	408
0:05:40	10.79	413
0:05:50	10.96	419
0:06:00	11.12	424
0:06:10	11.28	430
0:06:20	11.45	436
0:06:30	11.62	441
0:06:40	11.79	446
0:06:50	11.96	451
0:07:00	12.13	457
0:07:10	12.3	462
0:07:20	12.47	467
0:07:30	12.63	471
0:07:40	12.79	477
0:07:50	12.95	481
0:08:00	13.11	487
0:08:10	13.27	490
0:08:20	13.44	496
0:08:30	13.61	501
0:08:40	13.78	506
0:08:50	13.95	511
0:09:00	14.12	516
0:09:10	14.29	520
0:09:20	14.45	526
0:09:30	14.62	530
0:09:40	14.78	532
0:09:50	14.94	537
0:10:00	15.1	542
0:10:10	15.26	546
0:10:20	15.43	551
0:10:30	15.6	555
0:10:40	15.77	560
0:10:50	15.94	563
0:11:00	16.11	569
0:11:10	16.28	572
0:11:20	16.45	576
0:11:30	16.61	580
0:11:40	16.77	584
0:11:50	16.94	588
0:12:00	17.1	591
0:12:10	17.26	596
0:12:20	17.42	600
0:12:30	17.59	603
0:12:40	17.76	607
0:12:50	17.94	611
0:13:00	18.1	612
0:13:10	18.27	618
0:13:20	18.44	620
0:13:30	18.6	627
0:13:40	18.76	628
0:13:50	18.92	633
0:14:00	19.08	635
0:14:10	19.24	640
0:14:20	19.41	643
0:14:30	19.57	648
0:14:40	19.74	652
0:14:50	19.91	654
0:15:00	20.08	659
0:15:10	20.25	661
0:15:20	20.41	666
0:15:29	20.57	667

σ3 800kPa

Time	Displacement (mm)	Load (N)
0:00:00	-0.52	36	<----------	You will need to zero both the displacement and load values at time = 0
0:00:10	-0.53	44		The values that follow should then be altered relative to the initial 0 value
0:00:20	-0.53	57
0:00:30	-0.53	106
0:00:40	-0.52	161
0:00:50	-0.52	203
0:01:00	-0.52	233
0:01:10	-0.52	263
0:01:20	-0.51	290
0:01:30	-0.36	311
0:01:40	-0.2	333
0:01:50	-0.03	353
0:02:00	0.13	371
0:02:10	0.3	391
0:02:20	0.46	410
0:02:30	0.64	427
0:02:40	0.8	441
0:02:50	0.97	460
0:03:00	1.14	474
0:03:10	1.28	491
0:03:20	1.45	505
0:03:30	1.62	518
0:03:40	1.77	534
0:03:50	1.93	547
0:04:00	2.1	561
0:04:10	2.28	573
0:04:20	2.44	585
0:04:30	2.63	597
0:04:40	2.78	608
0:04:50	2.96	620
0:05:00	3.13	632
0:05:10	3.29	646
0:05:20	3.45	656
0:05:30	3.64	666
0:05:40	3.75	681
0:05:50	3.95	690
0:06:00	4.11	695
0:06:10	4.28	705
0:06:20	4.45	717
0:06:30	4.61	726
0:06:40	4.79	735
0:06:50	4.95	745
0:07:00	5.12	753
0:07:10	5.28	763
0:07:20	5.44	772
0:07:30	5.61	780
0:07:40	5.77	789
0:07:50	5.95	797
0:08:00	6.11	804
0:08:10	6.27	813
0:08:20	6.44	818
0:08:30	6.61	825
0:08:40	6.78	833
0:08:50	6.94	841
0:09:00	7.11	845
0:09:10	7.27	856
0:09:20	7.45	862
0:09:30	7.61	868
0:09:40	7.78	874
0:09:50	7.94	881
0:10:00	8.11	888
0:10:10	8.27	893
0:10:20	8.44	898
0:10:30	8.62	904
0:10:40	8.77	910
0:10:50	8.95	914
0:11:00	9.11	921
0:11:10	9.28	929
0:11:20	9.44	935
0:11:30	9.61	939
0:11:40	9.77	944
0:11:50	9.94	949
0:12:00	10.11	953
0:12:10	10.27	957
0:12:20	10.44	963
0:12:30	10.59	968
0:12:40	10.77	972
0:12:50	10.93	976
0:13:00	11.11	981
0:13:10	11.28	986
0:13:20	11.43	993
0:13:30	11.6	995
0:13:40	11.78	1000
0:13:50	11.94	1004
0:14:00	12.11	1009
0:14:10	12.27	1011
0:14:20	12.44	1014
0:14:30	12.6	1017
0:14:40	12.77	1022
0:14:50	12.94	1024
0:15:00	13.09	1028
0:15:10	13.27	1034
0:15:20	13.43	1040
0:15:30	13.6	1041
0:15:40	13.76	1045
0:15:50	13.92	1047
0:16:00	14.09	1048
0:16:10	14.28	1054
0:16:20	14.43	1057
0:16:30	14.59	1057
0:16:34	14.68	1059

Microsoft_Word_Document1.docx

Geotechnics A – Triaxial test lab

Using the tabs below, you can now explore the Triaxial telemetry for all of the Triaxial tests so far carried out by the various groups. They are arranged in ascending cell pressures (σ3). As there are a few more groups left to complete this lab, this document will have further tabs added over the next few weeks. However, from these tabs you are expected to choose a minimum of six cell pressure data sets that you feel will best enable you to:

· Plot at least six deviator stress v axial strain line graphs on the same chart. This will require you to be able to calculate the changing cross-sectional area of the sample throughout the test procedure.

· Identify the failure values of deviator stress and strain on each line graph, and then correct the deviator stress at failure value in accordance with 9.5.6 of BS1377-7:1990 (membrane thickness is 0.2 mm).

· Plot six or more Mohr Circles as instructed in the lab session based on all of the σ3 and σ1 (σ3 + P/A) values.

· Plot the resultant tangent line that will give you both the angle of shearing resistance (ΦU) and the apparent cohesion (cu).

The data sets will only contain the displacement and load telemetry logged during the test. All of the other data can be calculated from these two variables, and the knowledge that the sample began the test with a length of 76mm and a diameter of 38mm. If you are unsure of anything described here or during the lab session, please contact:

Anthony Smith

[email protected]

image1.emf

SampleTriaxialLabReport.docx

$C:\Users\c7149818\Desktop\images.jpg$

Geotechnical Engineering A (BSc)

Coursework No 2– Triaxial Experiment

Level 5

Group: B

$C:\Users\c7149818\Desktop\31_0281c.jpg$

Submitted to:Dr. Martin Pritchard

Submission Deadline:7th of April 2016

Name: Rui Dorey

Student ID: 77149818

Contents Abstract 3 Introduction 4 Experimental Procedure 6 Calculations and results 8 Moisture Content 28 Discussion 30 Conclusion 31 References 32 Appendix I 33 Appendix II 34

Abstract

Trixial experiment released for the geotechnical module aims to determine the undrained shear strength of a soil sample:BS 1377: Part 7: 1990. The triaxial compression test consists on a test with no “pore water pressure measurement. In addition there was only one sample of soil tested by the group B. However, the apparatus of this experiment is basically a cell that is filled by “water under pressure”. Moreover in this experiment the spicemen suffers from a vertical load that increases gradually and deforms the original specimen until the moment of failure. However, on this experiment the cell pressure used were: 125, 250, 400, and 800 Kpa and it was possible to notice results of 52.85 kN/m2 of apparent cohesion and approximately of 6 degrees of angle of shearing resistance. On the other hand the percentage of moisture content was

Introduction

On the undrained triaxial compression experiment: BS 1377: Part 7: 1990 the goal was to determine and calculate the “undrained shear strength of soil” which was sand. In addition, this test, it is only possible by using a specific apparatus that is the triaxial cell. Moreover, on this test the triaxial cell is always filled having water under pressure and a specific specimen is pressure by an upward load vertically with a proving ring to help on measure the load applied. However the specimen suffer from vertical loads as it was referred previously until it reaches a point of failure. Moreover, in this test until it is noticed the failure the specimen has to suffer from a vertical load that is increased gradually. Besides that, the vertical strain is also record simultaneously by using the dial gauge. On the other hand it is also important to refer that any test has a different value of cell pressure (σ3) consequently, on this experiment, the test is repeated using different specimens by using the same soil with different cell pressure values(σ3).

Meanwhile, by doing this test, it is also critical to mention that the load exercised divided by cross sectional area results the deviator stress and the deviator stress changes during the test due to the fact that the load and the cross sectional area is increased gradually. in addition, on this test it is necessary to take into account that the spiceman volume does not change throughout the test and this volume measured by assuming that the specimen in question is a cylinder.

According to (Rees) , the triaxial test is considered one of the most “versatile and widely” test in comparison to other laboratory test in geotechnical. Besides the triaxial test is used to determine “ shear strength and stiffness of soils and rocks 2 having as advantages over the other test due to the fact that on it the procedures are much simpler on determining this characteristics. Moreover, in this test, it is possible to say that the it has the ability to “ control the thespicemen drainage and to take measurements of pore water pressures”. Regarding to the properties that can be determined of the soil and rocks by doing this test are usually , the angle of shearing ( resistance (ϕ) the apparent cohesion (cu), shear stiffness ( G) compression index ( Cc) and permeability ( K) (Rees).

In accordance with (Rees), the specimen of soil normally involved on triaxial test has a range of 38mm to 100mm of diameter and it has also a ratio of 2:1 height – to –diameter but in the experiment taken on the laboratory by the student had 38 mm diameter and it was 76 mm long . In addition, the specimen involved in this experiment normally is sealed with a rubber membrane. However before the start of the test the specimen is initial prepared and it has to be “ saturated, consolidated and shearing “ letting the specimen to react in order to be “observed under conditions approximately to those in- situ” (Rees).

Types of triaxial test.

As (Rees) says for the triaxial test that can be made on the laboratory, there are three different soil test used for distinct engineering applications which are: the Unconsolidated Undrained test (UU), Consolidated Undrained test(CU) and Consolidated Drained test (CD).

The Consolidated Undrained test (CU) which is the test in question is considered “the most common triaxial procedure”. finally, it is important to say that on this test the rate of shearing is faster in comparison with the consolidated drained test and it is reached when it is recorded the excessive pore pressure change in the specimen while the sharing “takes place” (Rees).

Triaxial Cell(Apparatus):

Experimental Procedure

1. Extrude the sample from the tube and trim to size – soil sample of 38mm diameter and 76mm long.

2. Sleeve the sample with the rubber membrane.

3. Put the sample on the pedestal at the bottom of the cell and seal with the rubber ring.

4. Place the loading cap on top of the sample and seal with rubber ring, before securing top drainage tube.

5. Mount the cell over the sample and fill as per the Flooding Triaxial Cell checklist.

6. Set-up the test with the Clisp Studio assistant, and complete the Pressurising Triaxial Cell checklist before running the test stages.

7. When test stages are complete, end the test via Clip Studio and complete the Draining Triaxial Cell checklist.

Triaxial Checklist

Flooding Triaxial Cell

Cell sealing nuts - Tightened, cell securely sealed

Load Cell Securing Arm - Engaged

Cell Inlet Valve - Closed

Cell Drainage Valve - Closed

Unit Supply Valve - Open

Unit Return Valve - Open

APC Valve - Open

APC Volume Reading - Approximately 225cc, no High/Low limit alarm

Air Bleed Valve - Open

Cell Inlet Valve now safe to operate for flooding cell. Check for water leakage from cell during flooding.

If leakage is found…Immediately close Cell Inlet Valve, open Cell Drainage Valve

Pressurising TriaxialCell

Load Cell Securing Arm - Disengaged &clear

Load Cell Rod Tip - Engaged with secured restraint frame

Air Bleed Valve - Closed

Cell Drainage Valve - Closed

Cell Inlet Valve - Open

Unit Return Valve - Open

Unit Supply Valve - Closed

APC Valve - Open

Free to pressurise cell for test.

Draining TriaxialCell

APC Pressure - Reading Reduced to approximately 20 kPa

APC Status - APC stopped, status displaying “Idle”

APC Valve - Closed

Cell Inlet Valve - Closed

Unit Return Valve - Closed

Load Cell Rod Tip - Disengaged from restraint frame

Load Cell Securing Arm - Engaged

Cell Drainage Valve - Open

Air Bleed Valve - Open

Once cell has drained…

Cell Drainage Valve - Closed

Air Bleed Valve - Closed

Calculations and results

Stresses on specimen in Triaxial Cell

Cell Pressure Deviator Stress =P/A σ1= σ 3+P/A

S1= major principal stress

S2= minor principal stress

Therefore, (P/A) = (S1-S3) = Deviator stress

Or Deviator stress = (σ1 - σ 3) =(P/A)

The following equations shows how to calculate the strain()and the deviator stress (P/A)

Strain( )= X/ Lo × 100%

Deviator stress(P/A) = (σ1 - σ 3)

Therefore:

P = Vertical load, which is measured by a proving ring (kN)

A = Area calculated (m2)

The area is calculated by using the equations below:

Volume(V o) = AoL o = AL = A (L o –X)

A= V o / (L o –X) or A = A o/(1 - )

The previous formulas applied on this experiment shown below:

Size of soil sample:

Diameter = 38mm = 0.038 m

Length(L o) = 76mm = 0.076 m

Therefore:

Initial area (A o) = x r2

Initial area (A o) = x (0.019m)2=0.0011341 m2

Initial volume (V o) = Initial area (A o) x Length(L o)

Initial volume (V o) = 0.0011341 m2 x 0.076m = 0.0000861927 m3

Table for 4 different triaxial experiment

125kPa:

Time	Deformation gauge reading (mm)	Force gauge reading (N)	X (mm)	X (m)	P(load) N	P(load) kN	Strain	Area	Deviator stress (kN/m2)

00:00:00	0.05	54	0	0	0	0	0.00%	0.001134114	0
00:00:10	0.22	57	0.17	0.00017	3	0.003	0.22%	0.001136657	2.639318643
00:00:20	0.37	80	0.32	0.00032	26	0.026	0.42%	0.00113891	22.82884745
00:00:30	0.54	101	0.49	0.00049	47	0.047	0.64%	0.001141474	41.17483267
00:00:40	0.69	117	0.64	0.00064	63	0.063	0.84%	0.001143746	55.08215893
00:00:50	0.86	129	0.81	0.00081	75	0.075	1.07%	0.001146332	65.42607437
00:01:00	1.01	139	0.96	0.00096	85	0.085	1.26%	0.001148623	74.00162659
00:01:10	1.12	143	1.07	0.00107	89	0.089	1.41%	0.00115031	77.37047337
00:01:20	1.24	149	1.19	0.00119	95	0.095	1.57%	0.001152155	82.45419856
00:01:30	1.37	156	1.32	0.00132	102	0.102	1.74%	0.00115416	88.37592975
00:01:40	1.53	161	1.48	0.00148	107	0.107	1.95%	0.001156638	92.50945846
00:01:50	1.69	166	1.64	0.00164	112	0.112	2.16%	0.001159127	96.62442411
00:02:00	1.87	170	1.82	0.00182	116	0.116	2.39%	0.00116194	99.83304851
00:02:10	2.02	174	1.97	0.00197	120	0.12	2.59%	0.001164294	103.066733
00:02:20	2.18	178	2.13	0.00213	124	0.124	2.80%	0.001166816	106.2721089
00:02:30	2.36	181	2.31	0.00231	127	0.127	3.04%	0.001169666	108.5779886
00:02:40	2.52	184	2.47	0.00247	130	0.13	3.25%	0.001172211	110.9015033
00:02:50	2.68	187	2.63	0.00263	133	0.133	3.46%	0.001174768	113.2138801
00:03:00	2.85	188	2.8	0.0028	134	0.134	3.68%	0.001177496	113.8008207
00:03:10	2.99	191	2.94	0.00294	137	0.137	3.87%	0.001179752	116.1260756
00:03:20	3.16	193	3.11	0.00311	139	0.139	4.09%	0.001182504	117.5471937
00:03:30	3.33	197	3.28	0.00328	143	0.143	4.32%	0.001185268	120.6478043
00:03:40	3.5	198	3.45	0.00345	144	0.144	4.54%	0.001188045	121.2074804
00:03:50	3.66	201	3.61	0.00361	147	0.147	4.75%	0.001190671	123.4597594
00:04:00	3.84	200	3.79	0.00379	146	0.146	4.99%	0.001193639	122.3149988
00:04:10	4	203	3.95	0.00395	149	0.149	5.20%	0.00119629	124.5517312
00:04:20	4.17	206	4.12	0.00412	152	0.152	5.42%	0.001199119	126.7596908
00:04:30	4.35	205	4.3	0.0043	151	0.151	5.66%	0.00120213	125.6104055
00:04:40	4.51	207	4.46	0.00446	153	0.153	5.87%	0.001204818	126.9901047
00:04:50	4.68	207	4.63	0.00463	153	0.153	6.09%	0.001207688	126.688339
00:05:00	4.84	211	4.79	0.00479	157	0.157	6.30%	0.001210402	129.7090125
00:05:10	5.01	213	4.96	0.00496	159	0.159	6.53%	0.001213298	131.0477569
00:05:20	5.17	214	5.12	0.00512	160	0.16	6.74%	0.001216037	131.5749478
00:05:30	5.34	215	5.29	0.00529	161	0.161	6.96%	0.001218961	132.0797469
00:05:40	5.5	219	5.45	0.00545	165	0.165	7.17%	0.001221725	135.0549408
00:05:50	5.67	220	5.62	0.00562	166	0.166	7.39%	0.001224676	135.5460497
00:06:00	5.83	219	5.78	0.00578	165	0.165	7.61%	0.001227467	134.4232168
00:06:10	6.02	221	5.97	0.00597	167	0.167	7.86%	0.001230797	135.6844605
00:06:20	6.18	223	6.13	0.00613	169	0.169	8.07%	0.001233615	136.9957085
00:06:30	6.35	224	6.3	0.0063	170	0.17	8.29%	0.001236624	137.4710387
00:06:40	6.51	223	6.46	0.00646	169	0.169	8.50%	0.001239469	136.3486699
00:06:50	6.69	225	6.64	0.00664	171	0.171	8.74%	0.001242686	137.6051568
00:07:00	6.84	225	6.79	0.00679	171	0.171	8.93%	0.001245379	137.3075678
00:07:10	7.02	228	6.97	0.00697	174	0.174	9.17%	0.001248627	139.3531007
00:07:20	7.18	229	7.13	0.00713	175	0.175	9.38%	0.001251528	139.8291271
00:07:30	7.32	229	7.27	0.00727	175	0.175	9.57%	0.001254077	139.5448803
00:07:40	7.51	231	7.46	0.00746	177	0.177	9.82%	0.001257553	140.7495066
00:07:50	7.67	230	7.62	0.00762	176	0.176	10.03%	0.001260496	139.6276019
00:08:00	7.83	231	7.78	0.00778	177	0.177	10.24%	0.001263452	140.0923744
00:08:10	8	231	7.95	0.00795	177	0.177	10.46%	0.001266608	139.7432729
00:08:20	8.18	233	8.13	0.00813	179	0.179	10.70%	0.001269968	140.9484794
00:08:30	8.34	234	8.29	0.00829	180	0.18	10.91%	0.001272969	141.401766
00:08:40	8.51	235	8.46	0.00846	181	0.181	11.13%	0.001276173	141.8303406
00:08:50	8.68	235	8.63	0.00863	181	0.181	11.36%	0.001279393	141.4733498
00:09:00	8.84	237	8.79	0.00879	183	0.183	11.57%	0.001282439	142.6968873
00:09:10	9.02	239	8.97	0.00897	185	0.185	11.80%	0.001285882	143.8700725
00:09:20	9.17	238	9.12	0.00912	184	0.184	12.00%	0.001288766	142.7721837
00:09:30	9.34	238	9.29	0.00929	184	0.184	12.22%	0.001292051	142.409276
00:09:40	9.5	241	9.45	0.00945	187	0.187	12.43%	0.001295157	144.3840372
00:09:50	9.68	240	9.63	0.00963	186	0.186	12.67%	0.00129867	143.223498
00:10:00	9.85	242	9.8	0.0098	188	0.188	12.89%	0.001302005	144.3927386
00:10:10	10.02	242	9.97	0.00997	188	0.188	13.12%	0.001305357	144.0219415
00:10:20	10.17	243	10.12	0.01012	189	0.189	13.32%	0.001308329	144.4591015
00:10:30	10.34	244	10.29	0.01029	190	0.19	13.54%	0.001311714	144.8486937
00:10:40	10.51	244	10.46	0.01046	190	0.19	13.76%	0.001315116	144.473952
00:10:50	10.68	243	10.63	0.01063	189	0.189	13.99%	0.001318536	143.3407934
00:11:00	10.84	244	10.79	0.01079	190	0.19	14.20%	0.001321771	143.7465122
00:11:10	11	246	10.95	0.01095	192	0.192	14.41%	0.001325022	144.9032227
00:11:20	11.17	248	11.12	0.01112	194	0.194	14.63%	0.001328494	146.0300002
00:11:30	11.34	248	11.29	0.01129	194	0.194	14.86%	0.001331984	145.6473692
00:11:40	11.51	249	11.46	0.01146	195	0.195	15.08%	0.001335493	146.0135255
00:11:50	11.68	248	11.63	0.01163	194	0.194	15.30%	0.00133902	144.8821072
00:12:00	11.84	252	11.79	0.01179	198	0.198	15.51%	0.001342356	147.5018186
00:12:10	12.01	249	11.96	0.01196	195	0.195	15.74%	0.00134592	144.8823392
00:12:20	12.18	248	12.13	0.01213	194	0.194	15.96%	0.001349502	143.7567219
00:12:30	12.34	252	12.29	0.01229	198	0.198	16.17%	0.001352891	146.3532294
00:12:40	12.5	252	12.45	0.01245	198	0.198	16.38%	0.001356297	145.9856809
00:12:50	12.68	250	12.63	0.01263	196	0.196	16.62%	0.00136015	144.1017627
00:13:00	12.84	251	12.79	0.01279	197	0.197	16.83%	0.001363593	144.4712835
00:13:10	13.01	254	12.96	0.01296	200	0.2	17.05%	0.00136727	146.2768889
00:13:20	13.17	253	13.12	0.01312	199	0.199	17.26%	0.001370749	145.1760996
00:13:30	13.34	254	13.29	0.01329	200	0.2	17.49%	0.001374465	145.5111628
00:13:40	13.51	253	13.46	0.01346	199	0.199	17.71%	0.001378201	144.3911143
00:13:50	13.68	256	13.63	0.01363	202	0.202	17.93%	0.001381958	146.1694552
00:14:00	13.84	256	13.79	0.01379	202	0.202	18.14%	0.001385512	145.7944814
00:14:10	13.99	256	13.94	0.01394	202	0.202	18.34%	0.001388861	145.4429435
00:14:20	14.17	255	14.12	0.01412	201	0.201	18.58%	0.001392901	144.3031718
00:14:30	14.35	256	14.3	0.0143	202	0.202	18.82%	0.001396964	144.5992526
00:14:40	14.51	256	14.46	0.01446	202	0.202	19.03%	0.001400596	144.2242789
00:14:50	14.68	256	14.63	0.01463	202	0.202	19.25%	0.001404476	143.8258692
00:15:00	14.84	256	14.79	0.01479	202	0.202	19.46%	0.001408147	143.4508955
00:15:10	15.01	255	14.96	0.01496	201	0.201	19.68%	0.001412069	142.3443053
00:15:20	15.17	258	15.12	0.01512	204	0.204	19.89%	0.00141578	144.0901608
00:15:24	15.25	259	15.2	0.0152	205	0.205	20.00%	0.001417643	144.6062138

Respective graph

( Deviator stress kN/m2 )

250kPa:

Time	Deformation gauge reading (mm)	Force gauge reading (N)	X (mm)	X (m)	P(load) N	P(load) kN	Strain	Area	Deviator stress (kN/m2)

00:00:00	0.55	58	0	0	0	0	0.00%	0.001134114	0
00:00:10	0.69	63	62.45	0.06245	5	0.005	0.18%	0.001136207	4.400604692
00:00:20	0.86	78	77.45	0.07745	20	0.02	0.41%	0.001138759	17.56297227
00:00:30	1.01	90	89.45	0.08945	32	0.032	0.61%	0.001141021	28.04506646
00:00:40	1.19	99	98.45	0.09845	41	0.041	0.84%	0.001143746	35.8471193
00:00:50	1.35	101	100.45	0.10045	43	0.043	1.05%	0.00114618	37.51593812
00:01:00	1.51	105	104.45	0.10445	47	0.047	1.26%	0.001148623	40.91854647
00:01:10	1.68	107	106.45	0.10645	49	0.049	1.49%	0.001151231	42.56311729
00:01:20	1.85	109	108.45	0.10845	51	0.051	1.71%	0.001153851	44.19979882
00:01:30	2.01	109	108.45	0.10845	51	0.051	1.92%	0.001156328	44.10512723
00:01:40	2.18	112	111.45	0.11145	54	0.054	2.14%	0.001158971	46.59304094
00:01:50	2.36	113	112.45	0.11245	55	0.055	2.38%	0.001161783	47.34101612
00:02:00	2.53	115	114.45	0.11445	57	0.057	2.61%	0.001164451	48.9500851
00:02:10	2.69	114	113.45	0.11345	56	0.056	2.82%	0.001166974	47.98735856
00:02:20	2.85	116	115.45	0.11545	58	0.058	3.03%	0.001169507	49.59352706
00:02:30	3.01	117	116.45	0.11645	59	0.059	3.24%	0.001172052	50.33906584
00:02:40	3.18	116	115.45	0.11545	58	0.058	3.46%	0.001174768	49.37146649
00:02:50	3.33	119	118.45	0.11845	61	0.061	3.66%	0.001177174	51.81900555
00:03:00	3.51	119	118.45	0.11845	61	0.061	3.89%	0.001180075	51.69161658
00:03:10	3.69	121	120.45	0.12045	63	0.063	4.13%	0.001182991	53.25485801
00:03:20	3.85	120	119.45	0.11945	62	0.062	4.34%	0.001185594	52.29445185
00:03:30	4.02	121	120.45	0.12045	63	0.063	4.57%	0.001188373	53.01365429
00:03:40	4.19	121	120.45	0.12045	63	0.063	4.79%	0.001191165	52.88939783
00:03:50	4.36	121	120.45	0.12045	63	0.063	5.01%	0.00119397	52.76514136
00:04:00	4.53	123	122.45	0.12245	65	0.065	5.24%	0.001196788	54.3120241
00:04:10	4.69	122	121.45	0.12145	64	0.064	5.45%	0.001199453	53.35765094
00:04:20	4.86	124	123.45	0.12345	66	0.066	5.67%	0.001202297	54.89490409
00:04:30	5.03	123	122.45	0.12245	65	0.065	5.89%	0.001205155	53.93496201
00:04:40	5.18	125	124.45	0.12445	67	0.067	6.09%	0.001207688	55.4779001
00:04:50	5.36	126	125.45	0.12545	68	0.068	6.33%	0.001210742	56.16392107
00:05:00	5.51	125	124.45	0.12445	67	0.067	6.53%	0.001213298	55.22138186
00:05:10	5.69	128	127.45	0.12745	70	0.07	6.76%	0.00121638	57.54779697
00:05:20	5.86	126	125.45	0.12545	68	0.068	6.99%	0.001219305	55.76945611
00:05:30	6.02	128	127.45	0.12745	70	0.07	7.20%	0.001222071	57.27979284
00:05:40	6.2	130	129.45	0.12945	72	0.072	7.43%	0.001225198	58.76599758
00:05:50	6.36	128	127.45	0.12745	70	0.07	7.64%	0.001227991	57.00366736
00:06:00	6.53	130	129.45	0.12945	72	0.072	7.87%	0.001230973	58.49033619
00:06:10	6.7	129	128.45	0.12845	71	0.071	8.09%	0.001233969	57.53793535
00:06:20	6.87	130	129.45	0.12945	72	0.072	8.32%	0.001236979	58.20632142
00:06:30	7.03	132	131.45	0.13145	74	0.074	8.53%	0.001239826	59.68579706
00:06:40	7.2	133	132.45	0.13245	75	0.075	8.75%	0.001242865	60.34443752
00:06:50	7.36	132	131.45	0.13145	74	0.074	8.96%	0.001245739	59.4024784
00:07:00	7.53	132	131.45	0.13145	74	0.074	9.18%	0.001248808	59.25652636
00:07:10	7.69	132	131.45	0.13145	74	0.074	9.39%	0.001251709	59.11915974
00:07:20	7.87	133	132.45	0.13245	75	0.075	9.63%	0.00125499	59.76144151
00:07:30	8.03	133	132.45	0.13245	75	0.075	9.84%	0.00125792	59.62221859
00:07:40	8.18	134	133.45	0.13345	76	0.076	10.04%	0.00126068	60.28491972
00:07:50	8.37	135	134.45	0.13445	77	0.077	10.29%	0.001264193	60.9084064
00:08:00	8.53	135	134.45	0.13445	77	0.077	10.50%	0.001267167	60.76547086
00:08:10	8.69	135	134.45	0.13445	77	0.077	10.71%	0.001270155	60.62253532
00:08:20	8.87	137	136.45	0.13645	79	0.079	10.95%	0.001273533	62.03216746
00:08:30	9.01	135	134.45	0.13445	77	0.077	11.13%	0.001276173	60.33666424
00:08:40	9.22	137	136.45	0.13645	79	0.079	11.41%	0.001280153	61.71137463
00:08:50	9.36	137	136.45	0.13645	79	0.079	11.59%	0.00128282	61.5830575
00:09:00	9.53	137	136.45	0.13645	79	0.079	11.82%	0.001286074	61.42724384
00:09:10	9.7	138	137.45	0.13745	80	0.08	12.04%	0.001289345	62.0470179
00:09:20	9.86	140	139.45	0.13945	82	0.082	12.25%	0.001292438	63.44597628
00:09:30	10.03	138	137.45	0.13745	80	0.08	12.47%	0.001295741	61.74072746
00:09:40	10.19	141	140.45	0.14045	83	0.083	12.68%	0.001298865	63.90193137
00:09:50	10.36	141	140.45	0.14045	83	0.083	12.91%	0.001302201	63.73822841
00:10:00	10.53	141	140.45	0.14045	83	0.083	13.13%	0.001305554	63.57452545
00:10:10	10.7	140	139.45	0.13945	82	0.082	13.36%	0.001308925	62.64683668
00:10:20	10.86	141	140.45	0.14045	83	0.083	13.57%	0.001312113	63.25674912
00:10:30	11.03	142	141.45	0.14145	84	0.084	13.79%	0.001315517	63.85320335
00:10:40	11.19	140	139.45	0.13945	82	0.082	14.00%	0.001318738	62.18067191
00:10:50	11.36	143	142.45	0.14245	85	0.085	14.22%	0.001322177	64.28792694
00:11:00	11.54	142	141.45	0.14145	84	0.084	14.46%	0.001325838	63.3561775
00:11:10	11.7	143	142.45	0.14245	85	0.085	14.67%	0.001329109	63.95263172
00:11:20	11.86	143	142.45	0.14245	85	0.085	14.88%	0.001332396	63.79484574
00:11:30	12.02	146	145.45	0.14545	88	0.088	15.09%	0.0013357	65.88307362
00:11:40	12.2	145	144.45	0.14445	87	0.087	15.33%	0.001339436	64.95271641
00:11:50	12.36	145	144.45	0.14445	87	0.087	15.54%	0.001342775	64.79121782
00:12:00	12.52	145	144.45	0.14445	87	0.087	15.75%	0.00134613	64.62971922
00:12:10	12.7	147	146.45	0.14645	89	0.089	15.99%	0.001349925	65.92959729
00:12:20	12.86	145	144.45	0.14445	87	0.087	16.20%	0.001353316	64.28653471
00:12:30	13.02	146	145.45	0.14545	88	0.088	16.41%	0.001356724	64.86210549
00:12:40	13.18	147	146.45	0.14645	89	0.089	16.62%	0.00136015	65.43396367
00:12:50	13.35	149	148.45	0.14845	91	0.091	16.84%	0.001363809	66.72490826
00:13:00	13.53	148	147.45	0.14745	90	0.09	17.08%	0.001367704	65.80371656
00:13:10	13.69	147	146.45	0.14645	89	0.089	17.29%	0.001371185	64.90735294
00:13:20	13.85	149	148.45	0.14845	91	0.091	17.50%	0.001374684	66.19702133
00:13:30	14.03	150	149.45	0.14945	92	0.092	17.74%	0.001378642	66.73233348
00:13:40	14.19	148	147.45	0.14745	90	0.09	17.95%	0.001382179	65.11456307
00:13:50	14.35	149	148.45	0.14845	91	0.091	18.16%	0.001385735	65.66913439
00:14:00	14.52	149	148.45	0.14845	91	0.091	18.38%	0.001389532	65.48965284
00:14:10	14.69	151	150.45	0.15045	93	0.093	18.61%	0.001393351	66.74555966
00:14:20	14.85	150	149.45	0.14945	92	0.092	18.82%	0.001396964	65.85708534
00:14:30	15.02	150	149.45	0.14945	92	0.092	19.04%	0.001400824	65.67563146
00:14:40	15.19	150	149.45	0.14945	92	0.092	19.26%	0.001404705	65.49417758
00:14:50	15.35	153	152.45	0.15245	95	0.095	19.47%	0.001408377	67.45350824
00:15:00	15.53	151	150.45	0.15045	93	0.093	19.71%	0.001412532	65.8392184
00:15:10	15.69	152	151.45	0.15145	94	0.094	19.92%	0.001416245	66.37267425
00:15:13	15.75	151	150.45	0.15045	93	0.093	20.00%	0.001417643	65.60184331

Respective graph

400kPa:

Time	Deformation gauge reading (mm)	Force gauge reading (N)	X (mm)	X (m)	P(load) N	P(load) kN	Strain	Area	Deviator stress (kN/m2)

00:00:00	1.15	119	0	0	0	0	0.00%	0.001134114	0
00:00:10	1.21	126	124.85	0.12485	7	0.007	0.08%	0.001135011	6.167343638
00:00:20	1.36	153	151.85	0.15185	34	0.034	0.28%	0.001137257	29.89649936
00:00:30	1.53	204	202.85	0.20285	85	0.085	0.50%	0.001139814	74.57360078
00:00:40	1.69	235	233.85	0.23385	116	0.116	0.71%	0.00114223	101.5557002
00:00:50	1.86	258	256.85	0.25685	139	0.139	0.93%	0.001144809	121.417591
00:01:00	2.02	276	274.85	0.27485	157	0.157	1.14%	0.001147247	136.8492923
00:01:10	2.19	289	287.85	0.28785	170	0.17	1.37%	0.001149849	147.8454672
00:01:20	2.35	300	298.85	0.29885	181	0.181	1.58%	0.001152309	157.0759473
00:01:30	2.52	308	306.85	0.30685	189	0.189	1.80%	0.001154934	163.6457612
00:01:40	2.68	315	313.85	0.31385	196	0.196	2.01%	0.001157415	169.3428794
00:01:50	2.84	321	319.85	0.31985	202	0.202	2.22%	0.001159907	174.1518713
00:02:00	3.01	326	324.85	0.32485	207	0.207	2.45%	0.001162567	178.05429
00:02:10	3.18	330	328.85	0.32885	211	0.211	2.67%	0.001165239	181.0787921
00:02:20	3.35	335	333.85	0.33385	216	0.216	2.89%	0.001167923	184.9437365
00:02:30	3.52	337	335.85	0.33585	218	0.218	3.12%	0.001170619	186.2262117
00:02:40	3.69	341	339.85	0.33985	222	0.222	3.34%	0.001173328	189.2053503
00:02:50	3.86	343	341.85	0.34185	224	0.224	3.57%	0.00117605	190.4681023
00:03:00	4.03	345	343.85	0.34385	226	0.226	3.79%	0.001178784	191.7229649
00:03:10	4.2	347	345.85	0.34585	228	0.228	4.01%	0.001181531	192.9699383
00:03:20	4.36	350	348.85	0.34885	231	0.231	4.22%	0.001184128	195.0802098
00:03:30	4.52	351	349.85	0.34985	232	0.232	4.43%	0.001186737	195.49405
00:03:40	4.69	354	352.85	0.35285	235	0.235	4.66%	0.001189521	197.5584939
00:03:50	4.85	355	353.85	0.35385	236	0.236	4.87%	0.001192154	197.9610802
00:04:00	5.02	357	355.85	0.35585	238	0.238	5.09%	0.001194963	199.1693032
00:04:10	5.19	358	356.85	0.35685	239	0.239	5.32%	0.001197786	199.5347634
00:04:20	5.36	359	357.85	0.35785	240	0.24	5.54%	0.001200623	199.8962789
00:04:30	5.53	361	359.85	0.35985	242	0.242	5.76%	0.001203472	201.0847786
00:04:40	5.7	363	361.85	0.36185	244	0.244	5.99%	0.001206336	202.2653891
00:04:50	5.87	363	361.85	0.36185	244	0.244	6.21%	0.001209213	201.7841418
00:05:00	6.04	364	362.85	0.36285	245	0.245	6.43%	0.001212104	202.1279064
00:05:10	6.2	365	363.85	0.36385	246	0.246	6.64%	0.001214837	202.4962671
00:05:20	6.37	366	364.85	0.36485	247	0.247	6.87%	0.001217755	202.8322584
00:05:30	6.53	367	365.85	0.36585	248	0.248	7.08%	0.001220514	203.1930778
00:05:40	6.7	368	366.85	0.36685	249	0.249	7.30%	0.001223459	203.5212959
00:05:50	6.86	369	367.85	0.36785	250	0.25	7.51%	0.001226244	203.8745741
00:06:00	7.03	369	367.85	0.36785	250	0.25	7.74%	0.001229217	203.3814929
00:06:10	7.19	370	368.85	0.36885	251	0.251	7.95%	0.001232028	203.7290861
00:06:20	7.36	371	369.85	0.36985	252	0.252	8.17%	0.001235029	204.0437299
00:06:30	7.53	371	369.85	0.36985	252	0.252	8.39%	0.001238045	203.5467041
00:06:40	7.7	372	370.85	0.37085	253	0.253	8.62%	0.001241076	203.8554309
00:06:50	7.87	373	371.85	0.37185	254	0.254	8.84%	0.001244121	204.1602131
00:07:00	8.04	374	372.85	0.37285	255	0.255	9.07%	0.001247181	204.4610506
00:07:10	8.21	375	373.85	0.37385	256	0.256	9.29%	0.001250257	204.7579435
00:07:20	8.38	375	373.85	0.37385	256	0.256	9.51%	0.001253347	204.2530284
00:07:30	8.54	376	374.85	0.37485	257	0.257	9.72%	0.00125627	204.5738212
00:07:40	8.7	376	374.85	0.37485	257	0.257	9.93%	0.001259207	204.0967507
00:07:50	8.87	377	375.85	0.37585	258	0.258	10.16%	0.001262342	204.3820416
00:08:00	9.03	377	375.85	0.37585	258	0.258	10.37%	0.001265307	203.9031148
00:08:10	9.2	378	376.85	0.37685	259	0.259	10.59%	0.001268472	204.1826048
00:08:20	9.37	378	376.85	0.37685	259	0.259	10.82%	0.001271654	203.6717727
00:08:30	9.54	379	377.85	0.37785	260	0.26	11.04%	0.001274851	203.9453457
00:08:40	9.71	379	377.85	0.37785	260	0.26	11.26%	0.001278065	203.4325413
00:08:50	9.88	380	378.85	0.37885	261	0.261	11.49%	0.001281295	203.7001973
00:09:00	10.05	381	379.85	0.37985	262	0.262	11.71%	0.001284541	203.9639088
00:09:10	10.21	381	379.85	0.37985	262	0.262	11.92%	0.001287611	203.4775567
00:09:20	10.38	381	379.85	0.37985	262	0.262	12.14%	0.00129089	202.9608076
00:09:30	10.54	382	380.85	0.38085	263	0.263	12.36%	0.00129399	203.2472588
00:09:40	10.7	382	380.85	0.38085	263	0.263	12.57%	0.001297106	202.7590504
00:09:50	10.87	382	380.85	0.38085	263	0.263	12.79%	0.001300433	202.2403289
00:10:00	11.03	383	381.85	0.38185	264	0.264	13.00%	0.00130358	202.5192389
00:10:10	11.2	383	381.85	0.38185	264	0.264	13.22%	0.00130694	201.9985451
00:10:20	11.37	383	381.85	0.38185	264	0.264	13.45%	0.001310318	201.4778514
00:10:30	11.54	383	381.85	0.38185	264	0.264	13.67%	0.001313713	200.9571576
00:10:40	11.71	383	381.85	0.38185	264	0.264	13.89%	0.001317126	200.4364639
00:10:50	11.88	384	382.85	0.38285	265	0.265	14.12%	0.001320556	200.6730268
00:11:00	12.05	383	381.85	0.38185	264	0.264	14.34%	0.001324005	199.3950764
00:11:10	12.22	384	382.85	0.38285	265	0.265	14.57%	0.001327471	199.6276947
00:11:20	12.38	384	382.85	0.38285	265	0.265	14.78%	0.00133075	199.1357737
00:11:30	12.55	384	382.85	0.38285	265	0.265	15.00%	0.001334252	198.6131076
00:11:40	12.71	383	381.85	0.38185	264	0.264	15.21%	0.001337565	197.3735595
00:11:50	12.87	384	382.85	0.38285	265	0.265	15.42%	0.001340895	197.6292656
00:12:00	13.04	383	381.85	0.38185	264	0.264	15.64%	0.00134445	196.362801
00:12:10	13.21	384	382.85	0.38285	265	0.265	15.87%	0.001348025	196.5839334
00:12:20	13.37	384	382.85	0.38285	265	0.265	16.08%	0.001351406	196.0920124
00:12:30	13.54	384	382.85	0.38285	265	0.265	16.30%	0.001355018	195.5693464
00:12:40	13.71	383	381.85	0.38185	264	0.264	16.53%	0.001358649	194.3106551
00:12:50	13.88	384	382.85	0.38285	265	0.265	16.75%	0.0013623	194.5240142
00:13:00	14.05	383	381.85	0.38185	264	0.264	16.97%	0.00136597	193.2692676
00:13:10	14.22	384	382.85	0.38285	265	0.265	17.20%	0.00136966	193.4786821
00:13:20	14.39	384	382.85	0.38285	265	0.265	17.42%	0.00137337	192.956016
00:13:30	14.55	383	381.85	0.38185	264	0.264	17.63%	0.00137688	191.7378154
00:13:40	14.71	383	381.85	0.38185	264	0.264	17.84%	0.001380408	191.2477507
00:13:50	14.88	382	380.85	0.38085	263	0.263	18.07%	0.001384177	190.004606
00:14:00	15.04	383	381.85	0.38185	264	0.264	18.28%	0.001387743	190.2369922
00:14:10	15.21	383	381.85	0.38185	264	0.264	18.50%	0.001391552	189.7162985
00:14:20	15.38	383	381.85	0.38185	264	0.264	18.72%	0.001395381	189.1956047
00:14:30	15.55	383	381.85	0.38185	264	0.264	18.95%	0.001399232	188.674911
00:14:40	15.71	382	380.85	0.38085	263	0.263	19.16%	0.001402876	187.4720249
00:14:50	15.88	381	379.85	0.37985	262	0.262	19.38%	0.001406768	186.2424544
00:15:00	16.05	382	380.85	0.38085	263	0.263	19.61%	0.001410682	186.434582
00:15:04	16.13	381	379.85	0.37985	262	0.262	19.71%	0.001412532	185.4825293

Respective graph

( Deviator stress kN/m2 )

800kPa:

Time	Deformation gauge reading (mm)	Force gauge reading (N)	X (mm)	X (m)	P(load) N	P(load) kN	Strain	Area	Deviator stress (kN/m2)

00:00:00	0.52	51	0	0	0	0	0.00%	0.001134114	0
00:00:10	0.67	52	51.48	0.05148	1	0.001	0.20%	0.001136357	0.880004919
00:00:20	0.86	54	53.48	0.05348	3	0.003	0.45%	0.001139211	2.633401669
00:00:30	1.01	59	58.48	0.05848	8	0.008	0.64%	0.001141474	7.008482157
00:00:40	1.17	60	59.48	0.05948	9	0.009	0.86%	0.001143898	7.867835675
00:00:50	1.32	72	71.48	0.07148	21	0.021	1.05%	0.00114618	18.32173722
00:01:00	1.48	91	90.48	0.09048	40	0.04	1.26%	0.001148623	34.82429486
00:01:10	1.65	116	115.48	0.11548	65	0.065	1.49%	0.001151231	56.46127804
00:01:20	1.82	129	128.48	0.12848	78	0.078	1.71%	0.001153851	67.59969232
00:01:30	1.98	138	137.48	0.13748	87	0.087	1.92%	0.001156328	75.23815822
00:01:40	2.15	146	145.48	0.14548	95	0.095	2.14%	0.001158971	81.96923869
00:01:50	2.32	148	147.48	0.14748	97	0.097	2.37%	0.001161627	83.50359137
00:02:00	2.5	155	154.48	0.15448	104	0.104	2.61%	0.001164451	89.31243597
00:02:10	2.67	158	157.48	0.15748	107	0.107	2.83%	0.001167132	91.67771749
00:02:20	2.83	161	160.48	0.16048	110	0.11	3.04%	0.001169666	94.04392715
00:02:30	3	164	163.48	0.16348	113	0.113	3.26%	0.001172371	96.38588883
00:02:40	3.15	169	168.48	0.16848	118	0.118	3.46%	0.001174768	100.4453973
00:02:50	3.31	168	167.48	0.16748	117	0.117	3.67%	0.001177335	99.3769774
00:03:00	3.47	173	172.48	0.17248	122	0.122	3.88%	0.001179914	103.3973875
00:03:10	3.64	173	172.48	0.17248	122	0.122	4.11%	0.001182666	103.1567639
00:03:20	3.81	176	175.48	0.17548	125	0.125	4.33%	0.001185431	105.446865
00:03:30	3.99	177	176.48	0.17648	126	0.126	4.57%	0.001188373	106.0273086
00:03:40	4.16	178	177.48	0.17748	127	0.127	4.79%	0.001191165	106.6183099
00:03:50	4.33	179	178.48	0.17848	128	0.128	5.01%	0.00119397	107.2053666
00:04:00	4.51	179	178.48	0.17848	128	0.128	5.25%	0.001196955	106.9380586
00:04:10	4.67	182	181.48	0.18148	131	0.131	5.46%	0.00119962	109.2012433
00:04:20	4.84	183	182.48	0.18248	132	0.132	5.68%	0.001202465	109.7744937
00:04:30	4.99	184	183.48	0.18348	133	0.133	5.88%	0.001204987	110.3746605
00:04:40	5.15	184	183.48	0.18348	133	0.133	6.09%	0.001207688	110.1277718
00:04:50	5.33	186	185.48	0.18548	135	0.135	6.33%	0.001210742	111.5019021
00:05:00	5.49	186	185.48	0.18548	135	0.135	6.54%	0.001213469	111.2513009
00:05:10	5.65	190	189.48	0.18948	139	0.139	6.75%	0.001216209	114.2896092
00:05:20	5.82	188	187.48	0.18748	137	0.137	6.97%	0.001219133	112.3749459
00:05:30	5.99	188	187.48	0.18748	137	0.137	7.20%	0.001222071	112.1047374
00:05:40	6.17	191	190.48	0.19048	140	0.14	7.43%	0.001225198	114.2672175
00:05:50	6.33	191	190.48	0.19048	140	0.14	7.64%	0.001227991	114.0073347
00:06:00	6.5	191	190.48	0.19048	140	0.14	7.87%	0.001230973	113.7312093
00:06:10	6.68	192	191.48	0.19148	141	0.141	8.11%	0.001234145	114.2491185
00:06:20	6.84	191	190.48	0.19048	140	0.14	8.32%	0.001236979	113.1789583
00:06:30	7.01	192	191.48	0.19148	141	0.141	8.54%	0.001240004	113.7092816
00:06:40	7.17	194	193.48	0.19348	143	0.143	8.75%	0.001242865	115.0567275
00:06:50	7.3	196	195.48	0.19548	145	0.145	8.92%	0.001245199	116.4472165
00:07:00	7.46	195	194.48	0.19448	144	0.144	9.13%	0.001248084	115.3768243
00:07:10	7.66	196	195.48	0.19548	145	0.145	9.39%	0.001251709	115.8415968
00:07:20	7.82	195	194.48	0.19448	144	0.144	9.61%	0.001254624	114.7753812
00:07:30	8.01	197	196.48	0.19648	146	0.146	9.86%	0.001258104	116.0476467
00:07:40	8.17	198	197.48	0.19748	147	0.147	10.07%	0.001261049	116.5696167
00:07:50	8.33	198	197.48	0.19748	147	0.147	10.28%	0.001264008	116.2967397
00:08:00	8.5	198	197.48	0.19748	147	0.147	10.50%	0.001267167	116.006808
00:08:10	8.68	197	196.48	0.19648	146	0.146	10.74%	0.001270529	114.9127478
00:08:20	8.85	199	198.48	0.19848	148	0.148	10.96%	0.001273721	116.194991
00:08:30	9.01	199	198.48	0.19848	148	0.148	11.17%	0.00127674	115.9202577
00:08:40	9.18	199	198.48	0.19848	148	0.148	11.39%	0.001279963	115.6283537
00:08:50	9.34	198	197.48	0.19748	147	0.147	11.61%	0.001283011	114.5742041
00:09:00	9.51	200	199.48	0.19948	149	0.149	11.83%	0.001286266	115.8391604
00:09:10	9.67	199	198.48	0.19848	148	0.148	12.04%	0.001289345	114.7869831
00:09:20	9.85	199	198.48	0.19848	148	0.148	12.28%	0.001292826	114.4779082
00:09:30	10.01	200	199.48	0.19948	149	0.149	12.49%	0.001295936	114.9748181
00:09:40	10.16	199	198.48	0.19848	148	0.148	12.68%	0.001298865	113.9456126
00:09:50	10.33	201	200.48	0.20048	150	0.15	12.91%	0.001302201	115.1895694
00:10:00	10.51	201	200.48	0.20048	150	0.15	13.14%	0.001305752	114.8763178
00:10:10	10.68	200	199.48	0.19948	149	0.149	13.37%	0.001309124	113.8165993
00:10:20	10.84	202	201.48	0.20148	151	0.151	13.58%	0.001312313	115.0640367
00:10:30	11	202	201.48	0.20148	151	0.151	13.79%	0.001315517	114.7837346
00:10:40	11.17	201	200.48	0.20048	150	0.15	14.01%	0.00131894	113.7277287
00:10:50	11.34	200	199.48	0.19948	149	0.149	14.24%	0.00132238	112.6756674
00:11:00	11.51	202	201.48	0.20148	151	0.151	14.46%	0.001325838	113.8902714
00:11:10	11.68	201	200.48	0.20048	150	0.15	14.68%	0.001329314	112.8401825
00:11:20	11.84	201	200.48	0.20048	150	0.15	14.89%	0.001332602	112.5617367
00:11:30	12.02	199	198.48	0.19848	148	0.148	15.13%	0.001336321	110.7518386
00:11:40	12.18	200	199.48	0.19948	149	0.149	15.34%	0.001339644	111.2235723
00:11:50	12.36	201	200.48	0.20048	150	0.15	15.58%	0.001343402	111.6567876
00:12:00	12.52	201	200.48	0.20048	150	0.15	15.79%	0.001346761	111.3783418
00:12:10	12.68	200	199.48	0.19948	149	0.149	16.00%	0.001350136	110.35923
00:12:20	12.85	198	197.48	0.19748	147	0.147	16.22%	0.001353741	108.5879663
00:12:30	13.01	200	199.48	0.19948	149	0.149	16.43%	0.001357152	109.788764
00:12:40	13.18	200	199.48	0.19948	149	0.149	16.66%	0.001360794	109.4948876
00:12:50	13.34	201	200.48	0.20048	150	0.15	16.87%	0.00136424	109.9513068
00:13:00	13.51	201	200.48	0.20048	150	0.15	17.09%	0.001367921	109.6554581
00:13:10	13.68	201	200.48	0.20048	150	0.15	17.32%	0.001371622	109.3596093
00:13:20	13.85	201	200.48	0.20048	150	0.15	17.54%	0.001375342	109.0637606
00:13:27	13.98	198	197.48	0.19748	147	0.147	17.71%	0.001378201	106.6607729

Respective graph

Moisture Content

Container No.	1
Mass of wet soil + container (m2)	g	153.8
Mass of dry soil + container (m3)	g	43.4
Mass container (m1)	g	5.4
Mass of moisture (m2-m3)	g	110.4
Mass of dry soil (m3-m1)	g	38
Moisture content	%	290.52 %
Average moisture content	%	290.53%

Mohr Circle Diagram

*Sample*	*Max deviator stress*	*σ 3*	*σ 1*
1	*144.606*	*125 kPA*	*269.606 kPa*
2	*65.601*	*250 kPa*	*315.601 kPa*
3	*204.757*	*400 kPa*	*604.757 kPa*
4	*116.56*	*800 kPA*	*916.560 kPa*

$C:\Users\c7149818\Desktop\Geothechennical\Geothechin Model (1).jpg$

Apparent cohesion (Cu) = 52.85 kN/m2

Shearing resistance angle (Φu) = 6.25 degrees

Discussion

On this experiment, it was noticeable the values recorded and calculated. First of all, it needed to reference that in this test were a based on 4 different minor stress such as 125, 250, 400 and 800Kpa in order to plot the Mohr circle diagram. Apparently by plotting the semi-circles resulted by the diameters obtained from the subtraction of sigma one and sigma two. In addition, this Mohr Circle diagram it was noticed that there were two semi- circles that got the higher diameters and having other two being too way below the line of failure. However, by plotting the two largest semi-circles, it was possible to find the apparent cohesion and and also to determine the shearing resistance angle. Moreover The result for the results of the apparent cohesion and shear resistance angle was at 6.25 degrees and approached to six by the AutoCAD. The result calculated on the moisture percentage of moisture shown avalue of approximately 290 % of average.

On the other hand, this experiment in terms of results and calculations taught the students the second year how the deformation of a circle sample is studied by suffering from pressure. In additions by calculating the values shown on the tables of excel sheet from 125 kPa to 800 kPA , turned possible to see the load exercised by triaxial machine until the moment of failure ,however it was also seen the deformation itself during the laboratory session. Besides, the values of X calculated according to the deformation in gauge values seen on those excel spread sheets, were necessary in order to calculated the area of deformation. Furthermore, it is also fundamental to say that despise of having deformation by the sample on this experiment the volume of it remained constant.

Finally, attached to the those test is the fact that values of strain and deviator stress were studied by the student. Moreover, the values for strain were only possible to be calculated due the values of X. On the other hand the stress deviator values calculated were necessary in order to calculate the sigma one used on the semi-circles during the Mohr circle diagram.

Conclusion

To sum up, by analysing the results of the triaxial experiment, it is possible to say that this experiment is much complex than the shear box experiment due to reason that in it the pressure of water is involved. In addition the water drainage, in this test can be controlled. Meanwhile by taking the result such as 125, 250, 400 and kPa the line which represents the failure it was possible to determine the shearing resistance angle and apparent cohesion which were at 6.25 degrees and 52.85kN/m2 respectively. However the sample moisture calculated in this experiment was percent. Finally, after attending to this laboratory test the can be able to calculate the initial area of the specimen and the respective deformation throughout the whole experiment. Moreover the deviator stress and strain could also be calculated by using the deformation gauge reading (mm) and force gauge reading.

References Rees, D. S. (n.d.). What is Triaxial Testing? Part 1of 3. GDS Website www.gdsinstrument.com.

Appendix I

Method statement

A. PRIOR TO STARTING WORK

1. Each student is to wear the convenient safety boots during experiments in the laboratory.

2. Each individual is keen to review the test procedures before conducting the tests

3. Each student should be aware with the safety measures when using the experimental tools

4. Everybody must ensure what to do in case of emergency

5. The equipment needed are to be available and checked for safety and operation

B. Whilst Undertaking the LABORATORY WORK

1. Ensure having dry hands before switching on or off the electrical equipment

2. Fix the two halves of the shear box with great care

3. Use the loading hangers carefully

C. PRIOR TO DEPARTURE of the laboratory session

1. Check that the tools and equipment are in safe positions

2. Check that the fine equipment are returned to their places

3. Clean the table and lab

4. Switch off the electricity source

D. RESPONSIBILITIES

1. Immediate reporting of any incident to the technicians of the laboratory

2. Watching my steps in the lab and be careful not to damage or play with anything not required for the experiment

3. Keep the lab steady and quiet to allow safer work

4. Keep the place tidy and clean

Appendix II

Risk Assessment Form:

Task – Hazards/Deficiencies	Risk	Current Controls
	WCO	LIK	LVL
Connecting with electricity by using power tools.	MIN	LOW	MED	Workers must be wearing gloves to avoid the connection.
Some of the equipment and materials may affect eyes.	MIN	LOW	MED	Workers must protect their eyes by wearing glasses.
Workers may crush their fingers when putting the loads.	MIN	MOD	MED	Workers must be careful when loading the machine and they should wear gloves.

Hazard Severity (WCO) the Risk Level (LVL):

MAJOR	HIGH	HIGH	MED
SERIOUS	HIGH	MED	LOW
MINOR	MED	LOW	LOW
	HIGH	MODRATE	LOW
	HAZARD LIKELIHOOD

Deviator stress vs strain on 125kPa (kN/m2)
Deviator stress (kN/m2) 0 2.2368421052631573E-3 4.2105263157894771E-3 6.4473684210526391E-3 8.4210526315789524E-3 1.0657894736842109E-2 1.2631578947368428E-2 1.407894736842105E-2 1.5657894736842103E-2 1.7368421052631585E-2 1.9473684210526324E-2 2.1578947368421066E-2 2.3947368421052644E-2 2.5921052631578949E-2 2.8026315789473712E-2 3.0394736842105266E-2 3.2500000000000015E-2 3.4605263157894764E-2 3.6842105263157912E-2 3.8684210526315821E-2 4.0921052631578948E-2 4.3157894736842117E-2 4.5394736842105321E-2 4.7500000000000021E-2 4.9868421052631645E-2 5.1973684210526366E-2 5.4210526315789494E-2 5.6578947368421062E-2 5.8684210526315797E-2 6.0921052631578945E-2 6.302631578947368E-2 6.526315789473687E-2 6.7368421052631647E-2 6.9605263157894753E-2 7.1710526315789488E-2 7.3947368421052623E-2 7.6052631578947413E-2 7.8552631578947402E-2 8.065789473684222E-2 8.2894736842105229E-2 8.5000000000000048E-2 8.7368421052631581E-2 8.9342105263157917E-2 9.171052631578952E-2 9.3815789473684227E-2 9.5657894736842206E-2 9.8157894736842194E-2 0.10026315789473686 0.10236842105263159 0.10460526315789474 0.10697368421052629 0.10907894736842107 0.11131578947368424 0.11355263157894739 0.11565789473684208 0.11802631578947369 0.12000000000000002 0.12223684210526319 0.12434210526315793 0.12671052631578938 0.12894736842105273 0.13118421052631579 0.13315789473684209 0.13539473684210532 0.13763157894736838 0.13986842105263161 0.14197368421052631 0.14407894736842111 0.1463157894736842 0.14855263157894741 0.15078947368421058 0.15302631578947376 0.1551315789473684 0.15736842105263169 0.15960526315789483 0.16171052631578944 0.16381578947368422 0.16618421052631585 0.1682894736842106 0.17052631578947375 0.17263157894736839 0.17486842105263167 0. 17710526315789482 0.17934210526315789 0.18144736842105272 0.18342105263157893 0.18578947368421056 0.18815789473684214 0.19026315789473691 0.19250000000000003 0.19460526315789481 0.19684210526315787 0.19894736842105273 0.2 0 2.639318642994128 22.828847454598829 41.174832671444314 55.082158929932582 65.426074365926581 74.001626587866497 77.370473369554446 82.454198557418408 88.37592974811092 92.509458457618763 96.624424110162451 99.833048506427986 103.06673302959531 106.27210889089213 108.57798862316645 110.90150325955679 113.21388006176859 113.80082071915604 116.12607564213673 117.54719367185392 120.64780428040886 121.20748044788016 123.45975935317026 122.31499883400798 124.55173117909055 126.75969078587863 125.61040552158126 126.99010473044703 126.68833903567236 129.70901248017518 131.04775694461364 131.57494776239753 132.0797468927183 135.05494084765886 135.5460497234684 134.42321681534523 135.68446051695793 136.99570845326809 137.47103873065819 136.34866989895895 137.60515681722475 137.30756781026707 139.35310066861808 139.8291270606444 139.54488025087966 140.74950662875153 139.62760187347658 140.09237441221825 139.74327292218473 140.94847939558684 141.40176604283198 141.83034062049347 141.4733498312502 142.69688732340441 143.87007252354314 142.77218372321548 142.40927595956498 144.38403716324004 143.2234980456582 144.392738596192 144.02194153333176 144.4591015248391 144.84869368287571 144.4739519704105 143.34079336185076 143.746512175 6251 144.90322266270803 146.03000022043628 145.64736920876132 146.01352550738051 144.8821071854114 147.501818599487 144.88233922362349 143.75672185695541 146.35322944982588 145.98568092193423 144.10176267827779 144.4712835309719 146.27688887806045 145.17609960008213 145.51116277828635 144.39111432870766 146.16945518587994 145.79448143520275 145.44294354394282 144.30317184633967 144.59925260491892 144.2242788542417 143.82586924414707 143.45089549346986 142.3443052601902 144.0901607676752 144.60621375128054

Deviator stress Vs Strain on 250 kPa (kN/mm2)
Deviator stress (kN/mm2) 0 1.8421052631578943E-3 4.0789473684210518E-3 6.0526315789473694E-3 8.4210526315789524E-3 1.0526315789473687E-2 1.2631578947368428E-2 1.4868421052631581E-2 1.7105263157894738E-2 1.9210526315789483E-2 2.1447368421052652E-2 2.381578947368421E-2 2.6052631578947369E-2 2.815789473684209E-2 3.0263157894736843E-2 3.2368421052631567E-2 3.460526315789475E-2 3.6578947368421072E-2 3.8947368421052647E-2 4.1315789473684209E-2 4.3421052631578937E-2 4.5657894736842113E-2 4.7894736842105323E-2 5.013157894736843E-2 5.236842105263164E-2 5.4473684210526369E-2 5.6710526315789482E-2 5.8947368421052609E-2 6.0921052631578945E-2 6.3289473684210507E-2 6.526315789473687E-2 6.7631578947368431E-2 6.9868421052631649E-2 7.1973684210526342E-2 7.434210526315789E-2 7.6447368421052625E-2 7.8684210526315801E-2 8.0921052631578963E-2 8.3157894736842208E-2 8.5263157894736805E-2 8.7500000000000008E-2 8.9605263157894813E-2 9.1842105263157892E-2 9.3947368421052738E-2 9.6315789473684188E-2 9.8421052631578965E-2 0.10039473684210526 0.10289473684210526 0.10500000000000002 0.10710526315789472 0.10947368421052635 0.11131578947368423 0.11407894736842106 0.11592105263157892 0.11815789473684206 0.12039473684210526 0.12249999999999998 0.12473684210526319 0.12684210526315787 0.12907894736842104 0.13131578947368419 0.1335526315789474 0.13565789473684209 0.13789473684210529 0.14000000000000001 0.14223684210526324 0.14460526315789476 0.1467105263157894 0.14881578947368421 0.15092105263157893 0.15328947368421056 0.15539473684210536 0.15750000000000006 0.15986842105263169 0.1619736842105263 0.1640789473684211 0.16618421052631582 0.16842105263157892 0.17078947368421057 0.17289473684210532 0.17500000000000004 0.17736842105263162 0.17 947368421052631 0.18157894736842112 0.18381578947368421 0.18605263157894741 0.18815789473684214 0.19039473684210531 0.19263157894736838 0.19473684210526324 0.19710526315789478 0.19921052631578942 0.2 0 4.400604691580611 17.562972270273459 28.045066461544884 35.847119303606902 37.515938124690372 40.918546466232037 42.563117294156022 44.199798822870179 44.105127232352615 46.593040941982323 47.341016118534391 48.950085100014263 47.98735855820734 49.593527062036564 50.339065837362071 49.371466493102062 51.819005553834579 51.691616575417605 53.254858010017074 52.294451850330717 53.013654288588242 52.889397826033992 52.765141363479771 54.312024104129478 53.357650937956443 54.894904092806001 53.934962009543725 55.477900100588556 56.163921074522555 55.221381857164225 57.547796971205209 55.769456114032863 57.279792836284308 58.7659975844822 57.003667363941474 58.490336188563532 57.537935347192963 58.20632141701094 59.685797057059354 60.344437521971102 59.402478400142925 59.256526364761754 59.119159743226504 59.761441514188547 59.622218586956919 60.284919720579609 60.908406396365358 60.765470857740851 60.622535319116373 62.032167457336854 60.336664241867339 61.711374629173932 61.583057497908754 61.427243838515331 62.047017902908252 63.44597628337435 61.740727462998592 63.90193137005803 63.738228411454813 63.574525452851574 62.64683668106462 63.256749121445303 63.853203345526943 62.180671913050645 64.287926935807846 63.356177495309922 63.95263171939 154 63.794845735195679 65.883073624564489 64.952716413338948 64.791217817750208 64.629719222161484 65.929597286081048 64.286534706535448 64.862105491532347 65.433963665136432 66.724908257891869 65.803716556042403 64.907352942882639 66.19702132547188 66.732333480677596 65.114563066245779 65.669134393051806 65.489652836028995 66.745559658764606 65.857085344814578 65.675631462989259 65.494177581164067 67.453508243737573 65.839218402486466 66.372674251995818 65.601843311556507

Deviator stress vs strainon 400 kPa (kN/m2)
Deviator stress (kN/m2) 0 7.8947368421052706E-4 2.7631578947368458E-3 5.0000000000000036E-3 7.1052631578947421E-3 9.3421052631578998E-3 1.1447368421052633E-2 1.3684210526315795E-2 1.5789473684210534E-2 1.8026315789473685E-2 2.0131578947368431E-2 2.223684210526318E-2 2.4473684210526321E-2 2.6710526315789473E-2 2.8947368421052645E-2 3.1184210526315814E-2 3.3421052631578949E-2 3.5657894736842111E-2 3.789473684210528E-2 4.0131578947368428E-2 4.2236842105263156E-2 4.434210526315787E-2 4.657894736842106E-2 4.8684210526315802E-2 5.0921052631578922E-2 5.3157894736842119E-2 5.5394736842105337E-2 5.763157894736845E-2 5.9868421052631654E-2 6.2105263157894761E-2 6.4342105263157895E-2 6.6447368421052616E-2 6.868421052631582E-2 7.0789473684210541E-2 7.3026315789473703E-2 7.5131578947368438E-2 7.7368421052631642E-2 7.9473684210526391E-2 8.1710526315789525E-2 8.3947368421052729E-2 8.6184210526315766E-2 8.8421052631578984E-2 9.0657894736842187E-2 9.2894736842105211E-2 9.5131578947368456E-2 9.7236842105263233E-2 9.9342105263157884E-2 0.10157894736842103 0.10368421052631584 0.10592105263157896 0.10815789473684208 0.11039473684210524 0.11263157894736842 0.11486842105263159 0.11710526315789474 0.11921052631578952 0.12144736842105264 0.12355263157894739 0.12565789473684211 0.12789473684210531 0.13 0.13223684210526324 0.1344736842105263 0.13671052631578939 0.13894736842105274 0.14118421052631586 0.14342105263157895 0.14565789473684215 0.14776315789473693 0.15000000000000008 0.15210526315789483 0.15421052631578941 0.15644736842105275 0.15868421052631593 0.16078947368421051 0.16302631578947371 0.16526315789473689 0.16750000000000001 0.16973684210526324 0.17197368421052633 0.17421052631578943 0.17631578947368423 0.17842105263157895 0.18065789473684218 0.18276315789 473693 0.18500000000000008 0.18723684210526328 0.18947368421052638 0.19157894736842113 0.19381578947368422 0.1960526315789474 0.19710526315789478 0 6.1673436381503306 29.896499355513864 74.573600780576541 101.55570019270768 121.41759104889395 136.84929234146279 147.84546719153713 157.07594726699591 163.64576118395172 169.34287938537724 174.15187133017068 178.05428998047404 181.07879205547567 184.94373653453252 186.22621173254805 189.20535033709356 190.46810228708469 191.72296493786598 192.96993828943758 195.08020980895137 195.49404996014741 197.55849393278089 197.96108023069237 199.16930320085103 199.53476338483418 199.89627891921242 201.08477864134659 202.26538906427112 201.78414181247379 202.12790642362987 202.49626708526367 202.83225841631605 203.193077836058 203.52129588700672 203.87457406485686 203.38149286424496 203.72908610589991 204.0437299214434 203.54670407122637 203.85543091236269 204.16021310389394 204.46105064582036 204.7579435381418 204.25302838871511 204.57382121687792 204.0967506528975 204.38204163461643 203.90311476493943 204.18260479135691 203.67177266752282 203.94534571953309 203.43254127089651 203.70019734849944 203.96390877649731 203.47755668403474 202.96080758579333 203.24725875857231 202.75905036041334 202.24032893736944 202.51923886825682 201.99854512041043 201.47785137256406 200.95715762471761 200.43646387687122 200.67302683405902 199.39507638117843 199.62769468876135 199.13577367920942 198.61310760656056 197.3735 5947777479 197.62926558745698 196.36280102607299 196.58393344215926 196.0920124326075 195.56934635995862 194.31065507867828 194.52401421466081 193.26926758298561 193.47868206936315 192.95601599671434 191.73781538343741 191.2477506795818 190.00460595850925 190.23699222788005 189.71629848003374 189.19560473218718 188.67491098434087 187.47202489305937 186.24245440739182 186.43458204697146 185.48252926291906

Deviator stress vs strain on 800 kPa (kN/m2)
Deviator stress (kN/m2) 0 1.9736842105263163E-3 4.4736842105263163E-3 6.4473684210526365E-3 8.5526315789473759E-3 1.0526315789473687E-2 1.2631578947368428E-2 1.4868421052631581E-2 1.7105263157894738E-2 1.9210526315789483E-2 2.1447368421052649E-2 2.3684210526315808E-2 2.6052631578947379E-2 2.8289473684210548E-2 3.0394736842105266E-2 3.2631578947368435E-2 3.460526315789475E-2 3.6710526315789471E-2 3.8815789473684227E-2 4.1052631578947396E-2 4.3289473684210503E-2 4.5657894736842113E-2 4.7894736842105323E-2 5.0131578947368423E-2 5.2500000000000012E-2 5.4605263157894761E-2 5.6842105263157867E-2 5.8815789473684217E-2 6.0921052631578945E-2 6.3289473684210507E-2 6.5394736842105325E-2 6.7500000000000032E-2 6.973684210526318E-2 7.1973684210526356E-2 7.434210526315789E-2 7.6447368421052625E-2 7.8684210526315801E-2 8.1052631578947376E-2 8.3157894736842208E-2 8.5394736842105218E-2 8.7500000000000008E-2 8.9210526315789518E-2 9.1315789473684184E-2 9.3947368421052738E-2 9.6052631578947403E-2 9.8552631578947406E-2 0.10065789473684209 0.10276315789473686 0.10500000000000002 0.10736842105263161 0.10960526315789476 0.11171052631578952 0.1139473684210526 0.11605263157894739 0.11828947368421056 0.12039473684210526 0.12276315789473687 0.12486842105263161 0.12684210526315787 0.12907894736842113 0.13144736842105273 0.13368421052631579 0.13578947368421054 0.13789473684210532 0.14013157894736838 0.14236842105263167 0.14460526315789479 0.14684210526315788 0.14894736842105274 0.15131578947368421 0.15342105263157896 0.15578947368421059 0.15789473684210539 0.16 0.16223684210526326 0.16434210526315787 0.1665789473684211 0.16868421052631585 0.17092105263157895 0.17315789473684209 0.17539473684210538 0.17710526315789488 0 0.8800049192100956 2.6334016685867838 7.0084821568415876 7.8678356751789842 18.321737223686 34.824294864878347 56.461278043268145 67.599692317330792 75.238158219895638 81.969238694228167 83.503591371427049 89.31243597195585 91.677717486515689 94.043927153923676 96.385888828172199 100.44539734803529 99.376977400638324 103.39738748177052 103.15676385587176 105.44686498972656 106.02730857717646 106.61830990327485 107.20536657976837 106.93805855948355 109.20124326074024 109.77449366361652 110.37466049909099 110.12777184146678 111.50190213324331 111.25130086422631 114.28960921284519 112.3749459060918 112.10473740815635 114.26721752538214 114.00733472788301 113.73120925554026 114.24911854484196 113.17895831085454 113.7092816445012 115.0567275 4189158 116.44721652761783 115.37682425541836 115.84159679416008 114.77538120977761 116.04764672646292 116.56961668447562 116.29673974710154 116.00680800114161 114.91274783131286 116.19499099111643 115.92025774804598 115.62835367728353 114.57420407992791 115.83916039293351 114.78698312038024 114.47790822192597 114.97481805303694 113.94561256347696 115.1895694182918 114.87631783202052 113.81659931757561 115.06403674557127 114.78373458541151 113.72772868235938 112.67566742891219 113.8902714499024 112.84018252125759 112.56173666679426 110.75183861278271 111.22357229788597 111.65678763978846 111.37834178532518 110.35922995798947 108.58796626628471 109.78876401365774 109.49488761809293 109.95130678120076 109.65545806083342 109.35960934046618 109.06376062009892 106.66077289608043

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