A layered soil is shown in Figure 7 34 Given that cent H1 1 m k1 10 4 cm sec cent H2 1 m k2 2 8 Atilde 10 2 cm sec cent H3 2 m k3 3 5 Atilde 10 5 cm sec Estimate the ratio of equivalent permeability, kH(eq) kV(eq) Figure 7 34 H1 H3...

k Heq 1H k 1 H 1 k 2 H 2 Keq 10 ...

A layered soil is shown in Figure 7.34. Given that ¢ H1 = 1 m k1 =

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A layered soil is shown in Figure 7.34. Given that
€¢ H1 = 1 m k1 = 10-4 cm/sec
€¢ H2 = 1 m k2 = 2.8 Ã— 10-2 cm/sec
€¢ H3 = 2 m k3 = 3.5 Ã— 10-5 cm/sec
Estimate the ratio of equivalent permeability, kH(eq)/kV(eq).
Figure 7.34

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Principles of Geotechnical Engineering

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A layered soil is shown in Figure 7.34. Given that ¢ H1 = 1 m k1 =

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H1 H3

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Principles of Geotechnical Engineering

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