• H = 1.5 m k, = 9× 104 cm/sec • H, = 2.5 m k, = 7.8 × 10-8 cm/sec • H3 = 3.5 m kg = 4.5× 10-5 cm/sec Estimate the ratio of equivalent permeability, kH(eg)/kveq)• H2 H3 Figure 7.33
• H = 1.5 m k, = 9× 104 cm/sec • H, = 2.5 m k, = 7.8 × 10-8 cm/sec • H3 = 3.5 m kg = 4.5× 10-5 cm/sec Estimate the ratio of equivalent permeability, kH(eg)/kveq)• H2 H3 Figure 7.33
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.8P
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Question
A layered soil is shown in Figure 7.33. Given:
• H1 = 1.5 m k1 = 9 × 104 cm/sec
• H2 = 2.5 m k2 = 7.8 × 10−3 cm/sec
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