7. Application: pushing a bilayer onto a retaining wall
In this section, we will calculate the thrust of a bilayer, where the two soil layers have the same characteristics as previously discussed, illustrated in figure
20
.
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Application: pushing a bilayer onto a retaining wall
Bibliography
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(1) - DAKOULAS (P.), GAZETAS (G.) -
Insight into seismic earth and water pressures against caisson quay walls.
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(2008).
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(2) - EBELING (R.M.), MORRISON (E.E.), WHITMAN (R.V.), LIAM FINN (W.D.) -
A manual for seismic design of waterfront retaining...
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