Figure 13.7a shows a non-yielding vertical wall retaining a sandy backfill un- derlain by clay. Determine the magnitude of the resultant at-rest force per unit length on the wall, P„. Sand 4 m y 18 kN/m d'-34°, c'-0 OCR 2 G.W.T 2 m Clay Ysar 19 kN/m LL = 36, PL = 14, OCR = 3 (a)
Figure 13.7a shows a non-yielding vertical wall retaining a sandy backfill un- derlain by clay. Determine the magnitude of the resultant at-rest force per unit length on the wall, P„. Sand 4 m y 18 kN/m d'-34°, c'-0 OCR 2 G.W.T 2 m Clay Ysar 19 kN/m LL = 36, PL = 14, OCR = 3 (a)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter13: Lateral Earth Pressure: At-rest, Rankine, And Coulomb
Section: Chapter Questions
Problem 13.21P
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