Normally and Over Consolidated Soils
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Q. Which one of the following soils has stress-strain response similar to that of dense sand? (OCR stands for over consolidation ratio)
- Over consolidated clays having high OCR
- Over consoildated clays having low OCR
- Normally consolidated clays
- Unconsolidated clays
Q. The result of a consolidation test on an undisturbed soil, sampled at a depth of 10 m below the ground level are as follows:
Saturated unit weight : 16 kN/m3
Pre-consolidation pressure : 90 kPa
The water table was encountered at the ground level. Assuming the unit weight of water as 10 kN/m3, the over-consolidation ratio of the soil is
Saturated unit weight : 16 kN/m3
Pre-consolidation pressure : 90 kPa
The water table was encountered at the ground level. Assuming the unit weight of water as 10 kN/m3, the over-consolidation ratio of the soil is
- 0.67
- 1.50
- 1.77
- 2.00
Q. A test was conducted on normally consolidated clay. Failure occurred under a allround pressure of 200 kN/m2 and at deviatric stress of 450 kN/m2. Match List-I with List-II and select the correct answer using codes below.
List-IList-IIAngles made by failure plane with major principal axis191 kN/m2Angle made by plane of maximum shear stress with major principal plane61 ∘Shear stress on failure plane 305.6 kN/m2Normal stress on failure plane45 ∘
Codes :
List-IList-IIAngles made by failure plane with major principal axis191 kN/m2Angle made by plane of maximum shear stress with major principal plane61 ∘Shear stress on failure plane 305.6 kN/m2Normal stress on failure plane45 ∘
Codes :
- P Q R S
1 2 3 4 - P Q R S
2 1 4 3 - P Q R S
2 4 1 3 - P Q R S
1 2 4 3
Q. Following stratum, which be having maximum void ratio
- Normally consolidated clay
- Over consolidated clay
- A sandy clay stratum
- A silty clay stratum
Q. When a structural load is applied on a soil stratum, which of the following soil types will have the minimum settlement?
- Over-consolidated clay stratum
- Clayey silt stratum
- Normally consolidated clay stratum
- Sandy clay stratum