Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Finite element limit analysis of the seismic bearing capacity of strip footing adjacent to excavation in c-φ soil
In this study, several effective parameters and geometrical features were considered to present the design charts and the reduction coefficients tables to obtain the bearing capacity of a strip footing placed near a c-ϕ excavation under static and seismic conditions by using Finite Element Limit Analysis (FELA). The effects of setback distance to footing width ratio (L/B), cohesion (c), soil friction angle (ϕ), pseudo-static horizontal earthquake coefficient (kh), and the height of the excavation to the footing width ratio (H/B) on the bearing capacity and failure mechanism were studied. Also, a design procedure and example of its application were presented to obtain the static and seismic bearing capacities of the strip footing placed near the c-ϕ excavation based on the design charts and the reduction coefficients tables.
Finite element limit analysis of the seismic bearing capacity of strip footing adjacent to excavation in c-φ soil
In this study, several effective parameters and geometrical features were considered to present the design charts and the reduction coefficients tables to obtain the bearing capacity of a strip footing placed near a c-ϕ excavation under static and seismic conditions by using Finite Element Limit Analysis (FELA). The effects of setback distance to footing width ratio (L/B), cohesion (c), soil friction angle (ϕ), pseudo-static horizontal earthquake coefficient (kh), and the height of the excavation to the footing width ratio (H/B) on the bearing capacity and failure mechanism were studied. Also, a design procedure and example of its application were presented to obtain the static and seismic bearing capacities of the strip footing placed near the c-ϕ excavation based on the design charts and the reduction coefficients tables.
Finite element limit analysis of the seismic bearing capacity of strip footing adjacent to excavation in c-φ soil
Beygi, Majid (Autor:in) / Keshavarz, Amin (Autor:in) / Abbaspour, Mohsen (Autor:in) / Vali, Ramin (Autor:in) / Saberian, Mohammad (Autor:in) / Li, Jie (Autor:in)
Geomechanics and Geoengineering ; 17 ; 246-259
02.01.2022
14 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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