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The figure below shows a proposed site where an excavation will be made. The 12 ft layer of sand will be removed, so that the top of the 30 ft normally consolidated clay layer will be exposed (Assume that changes in GWT do not affect γt of clay).  a. Assume that the water-table location remains the same during excavation. Compute the σ, σ′v, and u values at the middle of the clay layer before and after the excavation  b. Assuming 1-D conditions, compute how much the clay layer will deform due to this  excavation, in inches. Specify whether this is settlement or heave

The figure below shows a proposed site where an excavation will be made. The 12 ft layer of sand will be removed, so that the top of the 30 ft normally consolidated clay layer will be exposed (Assume that changes in GWT do not affect γt of clay).  a. Assume that the water-table location remains the same during excavation. Compute the σ, σ′v, and u values at the middle of the clay layer before and after the excavation  b. Assuming 1-D conditions, compute how much the clay layer will deform due to this  excavation, in inches. Specify whether this is settlement or heave

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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The figure below shows a proposed site where an excavation will be made. The 12 ft layer of sand will be removed, so that the top of the 30 ft normally consolidated clay layer will be exposed (Assume that changes in GWT do not affect γt of clay). 
a. Assume that the water-table location remains the same during excavation. Compute the σ, σ′v, and u values at the middle of the clay layer before and after the excavation 
b. Assuming 1-D conditions, compute how much the clay layer will deform due to this 
excavation, in inches. Specify whether this is settlement or heave 

12' 30' Before excavation Sand, Ya 110 pcf ! 4' Clay, y, 120 pcf Cre = 0.035 C = 0.170 一 After excavation ¥- 4'
Transcribed Image Text:12' 30' Before excavation Sand, Ya 110 pcf ! 4' Clay, y, 120 pcf Cre = 0.035 C = 0.170 一 After excavation ¥- 4'
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