2. Figure 2 shows a non-yielding vertical wall retaining a sandy backfill underlain by clay. Determine the magnitude of the resultant at-rest force per unit length on the wall, Pa Sand y= 18 kN/m d= 34°, 0 OCR = 2 G.W.T 2 m Clay Yu= 19 kN/m LL = 36, PL = 14. OCR = 3 Figure 2

2. Figure 2 shows a non-yielding vertical wall retaining a sandy backfill underlain by clay. Determine the magnitude of the resultant at-rest force per unit length on the wall, Pa Sand y= 18 kN/m d= 34°, 0 OCR = 2 G.W.T 2 m Clay Yu= 19 kN/m LL = 36, PL = 14. OCR = 3 Figure 2

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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