1. The maximum net pressure intensity causing shear failure of soil, is known





Ask Your Doubts Here

Type in
(Press Ctrl+g to toggle between English and the chosen language)

Comments

Show Similar Question And Answers
QA->Decrease of viscosity with increasing shear rate is known as....
QA->The type of soil which is known locally as "Regur” soil and suitable for cotton cultivation:....
QA->Which type of soil is also known as "regur soil"?....
QA->Which winds are flowing from sub tropical high pressure to sub polar low pressure?....
QA->Blood pressure is the pressure exerted on the wall of which part?....
MCQ->Consider the following statements pertaining to a pile group and a single pile at failure : 1. In loose and medium dense sands, the failure load per pile in a group will generally be greater than the failure load for a single pile. 2. In cohesive soils, the failure load per pile in a group will be greater than failure load for a single pile. 3. For piles driven in dense sands, the failure load per pile in a group is greater than the failure load for a single pile. 4. When the pile spacing is greater than 10 times the pile diameter, the failure loads per pile in a group and forly same in both sands and clays. Of these statements :....
MCQ->The maximum net pressure intensity causing shear failure of soil, is known....
MCQ->If s is the shear strength, c and Φ are shear strength parameters, and σn is the normal stress at failure, then Coulomb's equation for shear strength of the soil can be represented by....
MCQ->Consider the following statements relating to triaxial tests : 1. Change in length of the specimen in a triaxial shear test is required to be accounted for in the calculation of stresses at failure. 2. In 'Drained Triaxial Shear Test', drainage is permitted under a specified all-round pressure until consolidation is complete. The principal stress difference is then applied with no drainage being permitted. 3. Unconfined compression test is a special case of triaxial shear test. Of these statements :....
MCQ->Consider the following statements : 1. In a member subjected to uniaxial tensile force the maximum normal stress is the external load divided by the maximum cross-sectional area. 2. When the structural member is subjected to uniaxial loading, the shear stress is zero on a plane where the normal stress is maximum. 3. In a member subjected to uniaxial loading, the normal stress on the planes of maximum shear stress is less than the maximum. Of these statements :....
Terms And Service:We do not guarantee the accuracy of available data ..We Provide Information On Public Data.. Please consult an expert before using this data for commercial or personal use | Powered By:Omega Web Solutions
© 2002-2017 Omega Education PVT LTD...Privacy | Terms And Conditions
Question ANSWER With Solution