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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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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