The soil profile shown below is typical of Miami-Dade County. Estimate the equivalent permeabilities kyeg) and kgee) in cm/sec, and the ratio of kH(eg) / kv(e) - 1 m Fine Sand k= 1x101 cm/sec Pamlico Formation 5 m Porous Limestone k = 2x10* cm/sec Miami Formation. 3 m Fine Sand k= 1x10 cm/sec Fort Thompson Formation 12 m Upper sandy Limestone k= 2x10 cm/sec Fort Thompson Formation
The soil profile shown below is typical of Miami-Dade County. Estimate the equivalent permeabilities kyeg) and kgee) in cm/sec, and the ratio of kH(eg) / kv(e) - 1 m Fine Sand k= 1x101 cm/sec Pamlico Formation 5 m Porous Limestone k = 2x10* cm/sec Miami Formation. 3 m Fine Sand k= 1x10 cm/sec Fort Thompson Formation 12 m Upper sandy Limestone k= 2x10 cm/sec Fort Thompson Formation
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The soil profile shown below is typical of Miami-Dade County. Estimate the equivalent
permeabilities kyeg) and kgee) in cm/sec, and the ratio of kH(eg) / kv(e) -
1 m
Fine Sand
k= 1x101 cm/sec
Pamlico Formation
5 m Porous Limestone
k = 2x10* cm/sec
Miami Formation.
3 m
Fine Sand
k= 1x10 cm/sec
Fort Thompson Formation
12 m Upper sandy Limestone
k= 2x10 cm/sec
Fort Thompson Formation
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