• 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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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

• 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
Transcribed Image Text:• 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
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