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PROBLEM 11: A 2m clay layer has values of e = 0.92, Gs = 2.72 and a compression index Cc = 0.333. Above the clay is a sand layer of 3 m thick with e = 0.50 and Gs = 2.62. Water table is located 1.5 m below the ground surface (sand layer). If a 3 m thick back fill is placed over the existing ground surface, determine the consolidation settlement of the soft clay layer. Unit weight of back fill is 17.3 kN/m?.

PROBLEM 11: A 2m clay layer has values of e = 0.92, Gs = 2.72 and a compression index Cc = 0.333. Above the clay is a sand layer of 3 m thick with e = 0.50 and Gs = 2.62. Water table is located 1.5 m below the ground surface (sand layer). If a 3 m thick back fill is placed over the existing ground surface, determine the consolidation settlement of the soft clay layer. Unit weight of back fill is 17.3 kN/m?.

Structural Analysis
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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SETTLEMENTS PROBLEM 11: A 2m clay layer has values of e = 0.92, Gs = 2.72 and a compression index Cc = 0.333. Above the clay is a sand layer of 3 m thick with e = 0.50 and Gs = 2.62. Water table is located 1.5 m below the ground surface (sand layer). If a 3 m thick back fill is placed over the existing ground surface, determine the consolidation settlement of the soft clay layer. Unit weight of back fill is 17.3 kN/m?. a. 118 mm C. 81 mm b. 56 mm d. 107 mm
Transcribed Image Text:SETTLEMENTS PROBLEM 11: A 2m clay layer has values of e = 0.92, Gs = 2.72 and a compression index Cc = 0.333. Above the clay is a sand layer of 3 m thick with e = 0.50 and Gs = 2.62. Water table is located 1.5 m below the ground surface (sand layer). If a 3 m thick back fill is placed over the existing ground surface, determine the consolidation settlement of the soft clay layer. Unit weight of back fill is 17.3 kN/m?. a. 118 mm C. 81 mm b. 56 mm d. 107 mm
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