The in-situ two way vane shear test was conducted on a clay with the vane of 50mm diameter and 100mm length. Then undrained shear strength in this case was found out to be N 80k- m The vane was rotated rapidly so as to cause remoulding of soil. The torque required to shear the soil in the remoulded state for the sensitivity of 5 is
The in-situ two way vane shear test was conducted on a clay with the vane of 50mm diameter and 100mm length. Then undrained shear strength in this case was found out to be N 80k- m The vane was rotated rapidly so as to cause remoulding of soil. The torque required to shear the soil in the remoulded state for the sensitivity of 5 is
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter3: Natural Soil Deposits And Subsoil Exploration
Section: Chapter Questions
Problem 3.17P
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