Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on both horizontal and vertical planes all planes except horizontal and vertical planes vertical plane only horizontal plane only both horizontal and vertical planes all planes except horizontal and vertical planes vertical plane only horizontal plane only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having face to face or parallel orientation edge to edge orientation edge to face orientation All of these face to face or parallel orientation edge to edge orientation edge to face orientation All of these 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 Coarse grained soils are best compacted by a vibratory roller drum roller rubber tyred roller sheep’s foot roller vibratory roller drum roller rubber tyred roller sheep’s foot roller 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 square of drainage path and inversely proportional to time directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to time and inversely proportional to square of drainage path directly proportional to square of drainage path and inversely proportional to time directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made only in fixed ring type consolido-meter None of these only in floating ring type consolido-meter both (A) and (B) only in fixed ring type consolido-meter None of these only in floating ring type consolido-meter both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
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