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The soil profile is subjected to a surcharge of 120 kPa on the ground surface. 120 kpa 1.5m ywater fable 4.5 m Sand 1.5 Clay 3. 6m 1. How high willl the water rise in the piezometer immediately after the application of the load? a. 10.62 m

The soil profile is subjected to a surcharge of 120 kPa on the ground surface. 120 kpa 1.5m ywater fable 4.5 m Sand 1.5 Clay 3. 6m 1. How high willl the water rise in the piezometer immediately after the application of the load? a. 10.62 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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The soil profile is subjected to a surcharge of 120 kPa on the ground surface. 120 kpa 1.5m Swater table 4.5 m Sand 1.51 Clay 3. 6m 1. How high willl the water rise in the piezometer immediately after the application of the load? a. 10.62 m b. 12.23 m c. 14.57 m
Transcribed Image Text:The soil profile is subjected to a surcharge of 120 kPa on the ground surface. 120 kpa 1.5m Swater table 4.5 m Sand 1.51 Clay 3. 6m 1. How high willl the water rise in the piezometer immediately after the application of the load? a. 10.62 m b. 12.23 m c. 14.57 m
2. What is the degree of consolidation at point A when h=6m? a. 48.69 % b. 54.81 % c. 50.95 % d. 52.47 % 3. Find the value of h when degreee of consolidation at A is 60%. а. 3.14 m b. 6.47 m с. 5.23 m d. 4.89 m Note: Type the correct answer. LETTER ONLY.
Transcribed Image Text:2. What is the degree of consolidation at point A when h=6m? a. 48.69 % b. 54.81 % c. 50.95 % d. 52.47 % 3. Find the value of h when degreee of consolidation at A is 60%. а. 3.14 m b. 6.47 m с. 5.23 m d. 4.89 m Note: Type the correct answer. LETTER ONLY.
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