Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is deep well system well ppint system vacuum method electroosmosis method deep well system well ppint system vacuum method electroosmosis method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is silt clay clayey silt sand silt clay clayey silt sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The flownet for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow channels. The coefficient of permeability of dam material is 0.03 mm/sec. The discharge per meter length of dam is 0.1125 m3/sec 0.00018 nrVsec 0.0045 m3/sec 0.18 m3/sec 0.1125 m3/sec 0.00018 nrVsec 0.0045 m3/sec 0.18 m3/sec ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the permeability of a soil is 0.8 mm/sec, the type of soil is sand gravel clay silt sand gravel clay silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A grillage foundation Is treated as spread foundation All of these Consists of two sets of perpendicularly placed steel beams Is provided for heavily loaded isolated columns Is treated as spread foundation All of these Consists of two sets of perpendicularly placed steel beams Is provided for heavily loaded isolated columns ANSWER DOWNLOAD EXAMIANS APP
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