The soil profile shown in the figure consist of a 9m layer of sand underlain by a 6m layer of clay. The location of water table is 3m from the ground level. The building to be constructed will cause an additional an additional pressure of 60 kPa on the ground. What is the primary settlement of the clay layer if:a. Clay is normally consolidatedb. Preconsolidated pressure Pc=200 kPac. Preconsolidated pressure Pc= 160 kPa The soil profile shown in the figure consist of a 9m layer of sand underlain by a 6m layer of clay. The location ofwater table is 3m from the ground level. The building to be constructed will cause an additional pressure of 60kPa on the ground. What is the primary settlement of the clay layer if:1. Clay is normally consolidated2. Preconsolidated pressure Pc = 200 kPa3. Preconsolidated pressure Pc = 160 kPattt3 mVary =16 kN/m36 mYsat = 18.5 kN/m³6 mVsat = 19 kN/m3e = 0.95Cc = 0.36

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Answered: The soil profile shown in the figure…

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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The soil profile shown in the figure consist of a 9m layer of sand underlain by a 6m layer of clay. The location of water table is 3m from the ground level. The building to be constructed will cause an additional an additional pressure of 60 kPa on the ground. What is the primary settlement of the clay layer if:

a. Clay is normally consolidated

b. Preconsolidated pressure Pc=200 kPa

c. Preconsolidated pressure Pc= 160 kPa

Transcribed Image Text:The soil profile shown in the figure consist of a 9m layer of sand underlain by a 6m layer of clay. The location of water table is 3m from the ground level. The building to be constructed will cause an additional pressure of 60 kPa on the ground. What is the primary settlement of the clay layer if: 1. Clay is normally consolidated 2. Preconsolidated pressure Pc = 200 kPa 3. Preconsolidated pressure Pc = 160 kPa ttt 3 m Vary =16 kN/m3 6 m Ysat = 18.5 kN/m³ 6 m Vsat = 19 kN/m3 e = 0.95 Cc = 0.36

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