Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43832 1 3 43833 43832 1 3 43833 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to 1.5m 1.0m 3m 2.0m 1.5m 1.0m 3m 2.0m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Hydrometer readings are corrected for: Dispersing agent correction Meniscus correction Temperature correction Temperature, meniscus and dispersing agent corrections Dispersing agent correction Meniscus correction Temperature correction Temperature, meniscus and dispersing agent corrections ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 0.95 0.6 0.4 1.2 0.95 0.6 0.4 1.2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A pycnometer is used to determine water content and specific gravity specific gravity and dry density water content and voids ratio voids ratio and dry density water content and specific gravity specific gravity and dry density water content and voids ratio voids ratio and dry density ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is directly proportional to time and inversely proportional to drainage path directly proportional to drainage path and inversely proportional to time 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 time and inversely proportional to drainage path directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to square of drainage path and inversely proportional to time ANSWER DOWNLOAD EXAMIANS APP
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