05: A) For the clay layer shown in Fig.(4), find the consolidation settlement for: - Uniformly distributed surface loading of 80 kPa. Uniformly distributed surface loading of 100 kPa. ● Y;= 20.0 kN/ m3 G= 2.66 we= 26.4% C = 0.18 C,= 0.02 O.C.R= 3 چ Fig.(4) مكتـب القمـة لباعة والاستنساخ

05: A) For the clay layer shown in Fig.(4), find the consolidation settlement for: - Uniformly distributed surface loading of 80 kPa. Uniformly distributed surface loading of 100 kPa. ● Y;= 20.0 kN/ m3 G= 2.66 we= 26.4% C = 0.18 C,= 0.02 O.C.R= 3 چ Fig.(4) مكتـب القمـة لباعة والاستنساخ

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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