Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Generalized Solution of Piles under Oblique Pull in Elasto-Plastic Soil
Response of individual piles to oblique pull is one of the most complex soil-structure interaction problem in the field of foundation Engineering. For the analysis, it is essential to take both elastic and plastic properties of soil, as both these properties occur along the embedded length of the pile. Herein, a generalized solution is presented for piles under oblique pulls taking into account the elasto-plastic nature of cohesionless soil. The flexural behavior of pile in an elasto-plastic soil is considerably influenced by the variation of plastic resistance, soil modulus variation and the boundary conditions at the top.
Generalized Solution of Piles under Oblique Pull in Elasto-Plastic Soil
Response of individual piles to oblique pull is one of the most complex soil-structure interaction problem in the field of foundation Engineering. For the analysis, it is essential to take both elastic and plastic properties of soil, as both these properties occur along the embedded length of the pile. Herein, a generalized solution is presented for piles under oblique pulls taking into account the elasto-plastic nature of cohesionless soil. The flexural behavior of pile in an elasto-plastic soil is considerably influenced by the variation of plastic resistance, soil modulus variation and the boundary conditions at the top.
Generalized Solution of Piles under Oblique Pull in Elasto-Plastic Soil
Goel, Shubhra (Autor:in) / Patra, Nihar Ranjan (Autor:in)
GeoCongress 2006 ; 2006 ; Atlanta, Georgia, United States
GeoCongress 2006 ; 1-6
21.02.2006
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Generalized Solution of Piles under Oblique Pull in Elasto-Plastic Soil
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