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This document discusses the ultimate bearing capacity of shallow foundations, focusing on seismic conditions and foundations on rock. It outlines theories and equations for estimating bearing capacities in granular soil during seismic events, as well as uplift capacities for both granular and cohesive soils. Additionally, it emphasizes the importance of accounting for rock discontinuities and provides empirical methods for estimating uplift capacities.

Author

Shujin

Language

EN