140.00 120.00 100.00 80.00 -222 22 kPa 111.11 kPa 00.00 +55.58 kPa 40.00 20.00 0.00 10 12 14 16 shear strain (%) Figure 2(a) shear stress (kPa)
140.00 120.00 100.00 80.00 -222 22 kPa 111.11 kPa 00.00 +55.58 kPa 40.00 20.00 0.00 10 12 14 16 shear strain (%) Figure 2(a) shear stress (kPa)
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter16: Lateral Earth Pressure
Section: Chapter Questions
Problem 16.3P: The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and...
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(b) Figure 2(a) plots the results from a shear box test at 3 normal stresses (55.56, 111.11 and 222.22 kPa) of a soil. Determine the residual shear strength parameters (c and φ) for the soil.
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