Soil Mechanics and Foundation Time factor for a clay layer is inversely proportional to drainage path directly proportional to permeability of soil independent of thickness of clay layer a dimensional parameter inversely proportional to drainage path directly proportional to permeability of soil independent of thickness of clay layer a dimensional parameter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is undrained test drained test consolidated undrained test consolidated drained test undrained test drained test consolidated undrained test consolidated drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally decreases with increase in liquid limit first increases and then decreases with increase in liquid limit remains constant at all liquid limits increases with increase in liquid limit decreases with increase in liquid limit first increases and then decreases with increase in liquid limit remains constant at all liquid limits increases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is independent of type of soil but depends on the stress history of soil constant for any type of soil different for different types of soils but same for a soil under different states of consolidation different for different types of soils and also different for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil constant for any type of soil different for different types of soils but same for a soil under different states of consolidation different for different types of soils and also different for a soil under different states of consolidation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation With the increase in the amount of compaction energy optimum water content increases but maximum dry density decreases both optimum water content and maximum dry density increase both optimum water content and maximum dry density decrease[ES 93] optimum water content decreases but maximum dry density increases optimum water content increases but maximum dry density decreases both optimum water content and maximum dry density increase both optimum water content and maximum dry density decrease[ES 93] optimum water content decreases but maximum dry density increases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is inversely proportional to the compression index directly proportional to the compression index directly proportional to the voids ratio None of these inversely proportional to the compression index directly proportional to the compression index directly proportional to the voids ratio None of these ANSWER DOWNLOAD EXAMIANS APP
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