For the retaining wall shown below carries a surcharge of q 10 kN/m'. The concrete unit weight y. 25 kN/m'. The ultimate bearing capacity of the foundation soil is (4) - 250 kN/m The backfill soil properties are: - Unit weight y, -18 kN/m', 38", C, -0 The foundation soil properties are: - Unit weight y-19 kN/m', -30", C;- 20 kN/m Assume Rankin active case, and (k k; 2/3), 8-(2/3 ) Required: 1- The pressure diagram 2- F.S against overturning failure 3- F.S. against sliding failure

For the retaining wall shown below carries a surcharge of q 10 kN/m'. The concrete unit weight y. 25 kN/m'. The ultimate bearing capacity of the foundation soil is (4) - 250 kN/m The backfill soil properties are: - Unit weight y, -18 kN/m', 38", C, -0 The foundation soil properties are: - Unit weight y-19 kN/m', -30", C;- 20 kN/m Assume Rankin active case, and (k k; 2/3), 8-(2/3 ) Required: 1- The pressure diagram 2- F.S against overturning failure 3- F.S. against sliding failure

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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Foundation and Retaining Wall Design 3 Decimal Places
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