1. Let's go back to our original profile, shown below. Our goal for this example, is to know what the vertical stress is at a point located in the middle of the gravel layer; that is, at z = 2.5m (point A). %3D 5m Gravel A 7 } 1.5m 6m Clay В 3m Sand Bedrock

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Let's go back to our original profile, shown below. Our goal for this example, is to know
what the vertical stress is at a point located in the middle of the gravel layer; that is, at z
= 2.5m (point A).
%3D
5m
Gravel
A
7 } 1.5m
6m
Clay
В
3m
Sand
Bedrock
Transcribed Image Text:1. Let's go back to our original profile, shown below. Our goal for this example, is to know what the vertical stress is at a point located in the middle of the gravel layer; that is, at z = 2.5m (point A). %3D 5m Gravel A 7 } 1.5m 6m Clay В 3m Sand Bedrock
4. Look at the profile in page 53 of your reader. Calculate the hydrostatic pore pressure at the interface between the
clay layer and the sand layer.
Transcribed Image Text:4. Look at the profile in page 53 of your reader. Calculate the hydrostatic pore pressure at the interface between the clay layer and the sand layer.
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