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Seismic design of Retaining walls
Hi friends, I was trying to understand the Mononobe-Okabe formula to obtain the Kae coefficient when we have a slope backfill in a retaining wall. For example, if the internal friction angle is 33degrees and the slope is 33degrees, there is an error in the formula. Can somebody tell me what to...- jbeitia
- Post #3
- Forum: Earth retention engineering
