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The soil profile shown below is typical of Miami-Dade County. Estimate the equivalent permeabilities kycg) and ku(cq) in em/sec, and the ratio of köeq)/ kv(eq).-

The soil profile shown below is typical of Miami-Dade County. Estimate the equivalent permeabilities kycg) and ku(cq) in em/sec, and the ratio of köeq)/ kv(eq).-

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 11.10P
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Permeability The soil profile shown below is typical of Miami-Dade County. Estimate the equivalent permeabilities kv(eg) and kH(cq) in cm/sec, and the ratio of kí(eq)/ kv(eq).- 1 m Fine Sand k= 1x10' cm/sec Pamlico Formation 5 m Porous Limestone k= 2x10³ cm/sec Miami Formation 3 m Fine Sand k= 1x10°cm/sec Fort Thompson Formation 12 m Upper sandy Limestone k=2x10"ª cm/sec Fort Thompson Formation
Transcribed Image Text:Permeability The soil profile shown below is typical of Miami-Dade County. Estimate the equivalent permeabilities kv(eg) and kH(cq) in cm/sec, and the ratio of kí(eq)/ kv(eq).- 1 m Fine Sand k= 1x10' cm/sec Pamlico Formation 5 m Porous Limestone k= 2x10³ cm/sec Miami Formation 3 m Fine Sand k= 1x10°cm/sec Fort Thompson Formation 12 m Upper sandy Limestone k=2x10"ª cm/sec Fort Thompson Formation
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