Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance increases as the soil gradation im-proves increases as the size of particles increases is limited to a maximum value of 45° is rarely more than 30° for fine grained soil increases as the soil gradation im-proves increases as the size of particles increases is limited to a maximum value of 45° is rarely more than 30° for fine grained soil ANSWER DOWNLOAD EXAMIANS APP
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 horizontal plane only vertical plane only both horizontal and vertical planes all planes except horizontal and vertical planes horizontal plane only vertical plane only both horizontal and vertical planes all planes except horizontal and vertical planes 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 0.00018 nrVsec 0.0045 m3/sec 0.18 m3/sec 0.1125 m3/sec 0.00018 nrVsec 0.0045 m3/sec 0.18 m3/sec 0.1125 m3/sec ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? over-consolidated clay with a low over-consolidation ratio normally consolidated clay under-consolidated clay over-consolidated ciay with a high over-consolidation ratio over-consolidated clay with a low over-consolidation ratio normally consolidated clay under-consolidated clay over-consolidated ciay with a high over-consolidation ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can take any value greater than zero never be greater than unity be zero take values between 0 and 1 only take any value greater than zero never be greater than unity be zero take values between 0 and 1 only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of cohesion only angle of internal friction only both cohesion and angle of internal friction both cohesion and angle of internal friction cohesion only angle of internal friction only both cohesion and angle of internal friction both cohesion and angle of internal friction ANSWER DOWNLOAD EXAMIANS APP
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