onsider the soil profile shown in Figure 1.4: How high should the groundwater table rise/drop so that the effective stress at C is 130 kN/m2?

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Compaction
Section: Chapter Questions
Problem 5.13P
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Consider the soil profile shown in
Figure 1.4: How high should the
groundwater table rise/drop so that
the effective stress at C is 130 kN/m2?

Given:
Dry sand
Consider the soil profile shown in
Figure 1.4: How high should the
groundwater table rise/drop so that
the effective stress at C is 130 kN/m2?
4m
G =2,66
Saturated sand
e0.48
G=2.67
5 mt
Clay
Figure 1.4
© Cengage Learning 2014
Transcribed Image Text:Given: Dry sand Consider the soil profile shown in Figure 1.4: How high should the groundwater table rise/drop so that the effective stress at C is 130 kN/m2? 4m G =2,66 Saturated sand e0.48 G=2.67 5 mt Clay Figure 1.4 © Cengage Learning 2014
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