1 publication
-
Published Subscription
Pseudo-Static Limit Equilibrium Method for Bearing Capacity of Footing on Slope and Seismic Uplift Capacity of Horizontal Strip AnchorBy Lupamudra Sharma, Sima Ghosh
Abstract: Seismic bearing capacity for a shallow strip footing embedded in a sloping ground is derived along with seismic uplift capacity of horizontal strip anchors. c-ϕ soil medium is used with limit equilibrium method of analysis. A planar failure mechanism has been adopted. The seismic bearing capacity is determined in the form of a single pseudo-static bearing capacity coefficient (Nγe) in association with unit weight, surcharge and cohesion, which becomes more …
Published in Journal of Geotechnical Engineering · Vol. 6, Issue 3, 2019 · pp. 18–31 Read article →