CE 563, Seepage & Slope Stability
Handout #08
Page 1 of 6
CE 563, Seepage & Slope Stability
Handout #08
Page 2 of 6
CE 563, Seepage & Slope Stability
Handout #08
EM 1110-2-1901
30 Sep 86
a.
True section for kh = kv and transformed section for anisotropi
CE 563, Seepage & Slope Stability
Handout #07
EM 1110-2-1901
30 Sep 86
For foundations, furthermost upstream and downstream flow lines and equipotential lines should
intersect at or near the center of the pervious
foundation.
The flow line and equipotanti
CE 563, Seepage & Slope Stability
Handout 04
Page 1 of 3
CE 563, Seepage & Slope Stability
Handout 04
EM 1110-2-1901
30 Sep 86
Figure 2-18.
Field permeability test in bore hole
(courtesy of John Wiley and Sons175)
2-35
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CE 563, Seepage & Slop
CE 563, Seepage & Slope Stability
Lecture 03
EM 1110-2-1901 30 Sep 86 b. Masch and Denny Method. For uniform or nonuniform dense clean sands, classified SP or SW in the Unified Soil Classification System (U. S. Army Engineer Waterways Experiment Station 1
CE 563, Seepage & Slope Stability
Lecture 01
EM 1110-2-1901
30 Sep 86
head(l) and not of pressure gradients (Harr 1962 and Bear 1972). As shown in
figure 2-1, flow is directed from point A to point B even though the pressure
at point B is greater than tha