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2. Consider the following soil profile. A wide fill applies a surface load of 3 ksf. Assume one- dimensional vertical flow in the clay layer. Answer the following questions: a. How high will the water rise in the piezometer immediately after the application of the surface load of 3 ksf? b. What is the degree of consolidation at point A when h = 10 feet? c. Find h when the degree of consolidation at point A is 65%. Ap-3 ksf Ground water table 20 feet 15 feet Sand 4 feet Cay 10 feet A Rock

2. Consider the following soil profile. A wide fill applies a surface load of 3 ksf. Assume one- dimensional vertical flow in the clay layer. Answer the following questions: a. How high will the water rise in the piezometer immediately after the application of the surface load of 3 ksf? b. What is the degree of consolidation at point A when h = 10 feet? c. Find h when the degree of consolidation at point A is 65%. Ap-3 ksf Ground water table 20 feet 15 feet Sand 4 feet Cay 10 feet A Rock

Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.9P
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2. Consider the following soil profile. A wide fill applies a surface load of 3 ksf. Assume one- dimensional vertical flow in the clay layer. Answer the following questions: a. How high will the water rise in the piezometer immediately after the application of the surface load of 3 ksf? b. What is the degree of consolidation at point A when h = 10 feet? c. Find h when the degree of consolidation at point A is 65%. Ap=3 ksf Ground water table 20 feet 15 feet Sand 4 feet Cay 10 feet A Rock
Transcribed Image Text:2. Consider the following soil profile. A wide fill applies a surface load of 3 ksf. Assume one- dimensional vertical flow in the clay layer. Answer the following questions: a. How high will the water rise in the piezometer immediately after the application of the surface load of 3 ksf? b. What is the degree of consolidation at point A when h = 10 feet? c. Find h when the degree of consolidation at point A is 65%. Ap=3 ksf Ground water table 20 feet 15 feet Sand 4 feet Cay 10 feet A Rock
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