Refer to Figure 18.37. Given: L 1 = 4 m, L 2 = 6 m, l 1
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Refer to Figure 18.37. Given: L1 = 4 m, L2 = 6 m, l1 = 2 m; for the sand, γ = 17.0 kN/m3, γsat = 19.0 kN/m3, ϕ' = 34°; and for the clay, γsat = 20.0 kN/m3, c = 40 kN/m2, ϕ = 0.
Determine the theoretical depth of embedment (D) and the anchor force (F).
Figure 18.37
Transcribed Image Text:
A L, o F Water level o\C Sand, y, o' Sand Ysat- 4' L2 Dredge line D Clay Clay Ysat D $ = 0 F B
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Principles Of Foundation Engineering
ISBN: 9781337705028
9th Edition
Authors: Braja M. Das, Nagaratnam Sivakugan
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