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A 1.2 m height highway embankment of large lateral extent is to be placed over a surface clay deposit of 10 m thickness which is underlain by sand as shown in the figure below. A- Compute the ultimate settlement expected under the embankment.

A 1.2 m height highway embankment of large lateral extent is to be placed over a surface clay deposit of 10 m thickness which is underlain by sand as shown in the figure below. A- Compute the ultimate settlement expected under the embankment.

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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A 1.2 m height highway embankment of large lateral extent is to be placed over a surface clay deposit of 10 m thickness which is underlain by sand as shown in the figure below. A- Compute the ultimate settlement expected under the embankment. 1.2 m 10 m Embankment of large extent (y = 16.1 KN/m³); Clay Y= 18.1 KN/m³ sat P = 50 Kpa, e = 1.01 Cc = 0.17, C = 0.04 C, = 13 m²/yr Sand (x = 18.1 KN/m³) sat G.W.T
Transcribed Image Text:A 1.2 m height highway embankment of large lateral extent is to be placed over a surface clay deposit of 10 m thickness which is underlain by sand as shown in the figure below. A- Compute the ultimate settlement expected under the embankment. 1.2 m 10 m Embankment of large extent (y = 16.1 KN/m³); Clay Y= 18.1 KN/m³ sat P = 50 Kpa, e = 1.01 Cc = 0.17, C = 0.04 C, = 13 m²/yr Sand (x = 18.1 KN/m³) sat G.W.T
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