Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by MH ML SL CH MH ML SL CH ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a rubber tyred roller drum roller vibratory roller sheep’s foot roller rubber tyred roller drum roller vibratory roller sheep’s foot roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 3 months 24 months 6 months 12 months 3 months 24 months 6 months 12 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 1 43833 43832 3 1 43833 43832 3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as consolidated undrained test unconsolidated drained test unconsolidated undrained test consolidated drained test consolidated undrained test unconsolidated drained test unconsolidated undrained test consolidated drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A pycnometer is used to determine water content and specific gravity voids ratio and dry density specific gravity and dry density water content and voids ratio water content and specific gravity voids ratio and dry density specific gravity and dry density water content and voids ratio ANSWER DOWNLOAD EXAMIANS APP
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