Soil Mechanics and Foundation 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 plastic state solid state liquid state semi-solid state plastic state solid state liquid state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is same but peak ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same but peak ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The maximum dry density upto which any soil can be compacted depends upon amount of compaction energy only both moisture content and amount of compaction energy None of these moisture content only amount of compaction energy only both moisture content and amount of compaction energy None of these moisture content only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is directly proportional to time and inversely proportional to square of drainage path directly proportional to time and inversely proportional to drainage path directly proportional to drainage path and inversely proportional to time directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to time and inversely proportional to drainage path directly proportional to drainage path and inversely proportional to time directly proportional to square of drainage path and inversely proportional to time ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is 40 mm None of these 20 mm 10 mm 40 mm None of these 20 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is 1 0.8 0.6 0.4 1 0.8 0.6 0.4 ANSWER DOWNLOAD EXAMIANS APP
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