The value of compression index for a remoulded sample whose liquid limit is 50% is 036 0.036 0.28 0.028 TRUE ANSWER : ? YOUR ANSWER : ?
Inorganic soils with low compressibility are represented by MH ML SL CH TRUE ANSWER : ? YOUR ANSWER : ?
Within the consolidation process of a saturated clay both neutral pressure and effective pressure decrease a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure increase TRUE ANSWER : ? YOUR ANSWER : ?
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in semi-solid state solid state liquid state plastic state TRUE ANSWER : ? YOUR ANSWER : ?
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as dry of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and dry of OMC wet of OMC and wet of OMC TRUE ANSWER : ? YOUR ANSWER : ?
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 0.5 and 1.0 1.0 and 0.0 1.0 and 0.5 0.0 and 1.0 TRUE ANSWER : ? YOUR ANSWER : ?
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be greater than 1 m between 750 mm and 1 m less than 300 mm between 300 mm and 750 mm TRUE ANSWER : ? YOUR ANSWER : ?
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 25 mm 15 mm greater than 25 mm between 15 mm and 25 mm TRUE ANSWER : ? YOUR ANSWER : ?
Coefficient of consolidation for clays normally first increases and then decreases with increase in liquid limit decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits TRUE ANSWER : ? YOUR ANSWER : ?
The effect of cohesion on a soil is to increase the active earth pressure in-tensity but to reduce the passive earth pressure intensity [GATE 99] reduce both the active earth pressure intensity and passive earth pressure intensity reduce the active earth pressure in-tensity but to increase the passive earth pressure intensity increase both the active earth pressure intensity and passive earth pressure intensity TRUE ANSWER : ? YOUR ANSWER : ?