water
The following results were obtained from a triaxial test on two soil specimens.
Sample Confining Deviator Stress Pore
No.
Pressure(kPa) at failure(kPa)
pressure(kPa)
1
200
244
55
2
300
314
107
Determine the shear strength parameters of the soil terms of (i) total stresses
ii) effective stresses
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water
The following results were obtained from a triaxial test on two soil specimens.
Sample Confining Deviator Stress Pore
No.
Pressure(kPa) at failure(kPa)
pressure(kPa)
1
200
244
55
2
300
314
107
Determine the shear strength parameters of the soil terms of (i) total stresses
ii) effective stresses
Explanation:
water
The following results were obtained from a triaxial test on two soil specimens.
Sample Confining Deviator Stress Pore
No.
Pressure(kPa) at failure(kPa)
pressure(kPa)
1
200
244
55
2
300
314
107
Determine the shear strength parameters of the soil terms of (i) total stresses
ii) effective stresses
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