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Pile soil interaction research on influence of the Integral Abutment no telescopic device bridges by

Author: HongJinXiang
Tutor: PengDaWen
School: Fuzhou University
Course: Structural Engineering
Keywords: Integral Abutment Telescopic device bridge Pile soil interaction Force performance Finite Element Analysis Model pile test
CLC: U441
Type: Master's thesis
Year: 2002
Downloads: 200
Quote: 13
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Abstract


Telescopic device bridges the rapid development in foreign countries , but in China, yet few studies and papers published . In this paper, we consider the pile soil interaction , in the discussion pile lateral resistance calculated on the basis of proposed of integral abutment bridge no telescopic device ( integral abutment bridge ) finite element model to analyze research station soil pressure , temperature loads , pile length and pile diameter the size of the force performance of integral abutment bridges , and such a bridge , the main beam in the amount of stretching temperature load discussed obtained can be applied to the overall bridge certain conclusions of the station bridge design . The article also compares the integral abutment bridge with the corresponding span the telescopic device bridges and just bridging differences force performance . Finally, this paper derived from model pile test to determine the soil resistance to displacement curve formula .

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CLC: > Transportation > Road transport > Bridges and Culverts > Structural principles, structural mechanics
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