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sand layer; K = 1 m/d; thickness = 6 clay layer; K = 0.000001 m/d; thickness=0.7 m sand layer; K= 1 m/d; thickness = 5 m

sand layer; K = 1 m/d; thickness = 6 clay layer; K = 0.000001 m/d; thickness=0.7 m sand layer; K= 1 m/d; thickness = 5 m

Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.15P
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Calculate the effective hydraulic conductivity for flow parallel and perpendicular to layering. Please show and explain the difference in values. 

sand layer; K = 1 m/d; thickness = 6 clay layer; K = 0.000001 m/d; thickness=0.7 m sand layer; K= 1 m/d; thickness = 5 m
Transcribed Image Text:sand layer; K = 1 m/d; thickness = 6 clay layer; K = 0.000001 m/d; thickness=0.7 m sand layer; K= 1 m/d; thickness = 5 m
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