1. Decreases with the void ratio for a given plasticity index
2. Increases with the plasticity index for a given void ratio
3. Increases with shear strength for a given clay content
4. All of the above.
Increases with shear strength for a given clay content
1. 2
2. 4
3. 6
4. 8
6
1. 2400Ipm
2. 2000Ipm
3. 1200Ipm
4. 1000Ipm
2400Ipm
1. Ferroin and dark blue
2. Ferroin and wine red
3. Eriochrome Black T and dark blue
4. Eriochrome Black T and wine red
Eriochrome Black T and wine red
1. 1, 2 & 3 only
2. 1, 2 & 4 only
3. 2, 3 & 4 only
4. 1, 2, 3 & 4
1, 2 & 3 only
1. Halved
2. Doubled
3. Increased 4 times
4. No change
Doubled
1. 1, 2 & 3 only
2. 2 & 3 only
3. 1, 2, 3 & 4
4. 3 & 4 only
1, 2, 3 & 4
1. 0.05m3/s
2. 0.10m3/s
3. 0.20m3/s
4. 0.40m3/s
0.20m3/s
1. The load test should be abandoned
2. The pit is considered unsafe
3. Test should be conducted with complete de-watering continuously throughout the test
4. The bearing capacity of soil cannot be determined in this condition
Test should be conducted with complete de-watering continuously throughout the test
1. 81.585kN/m length of wall
2. 91.585kN/m length of wall
3. 40.743kN/m2
4. 8.158kN/m2
81.585kN/m length of wall