Finite element model for soil-pile interaction in integral abutment bridges-Reference-Cited by-同舟云学术

Finite element model for soil-pile interaction in integral abutment bridges

Published:1987-01 Issue:3 Volume:4 Page:127-149
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Greimann L.F,Wolde-Tinsae A.M,Yang P.S

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference31 articles.

1. Nonlinear Pile Behavior in Integral Abutment Bridges;Wolde-Tinsae;Iowa DOT Project HR-227,1982

2. Nonlinear Finite Element Study of Piles in Integral Abutment Bridges;Yang;Iowa DOT Project HR-227,1982

3. Performance of Integral Bridge Abutments;Wolde-Tinsae;Journal of the International Association for Bridge and Structural Engineering, IABSE PERIODICA,1983

4. Skewed Bridges with Integral Abutments;Greimann,1983

5. Effects of Predrilling and Layered Soils on Piles;Yang;Journal of Geotechnical Engineering, A.S.C.E.,1985

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1. Shear Failure of Pile in Clay Due to Soil–Structure Interaction;Lecture Notes in Civil Engineering;2022

2. A Review: Study of Integral Abutment Bridge with Consideration of Soil-Structure Interaction;Latin American Journal of Solids and Structures;2020

3. Superstructure Behavior of a Stub-Type Integral Abutment Bridge;Journal of Bridge Engineering;2014-06

4. Oscillations of a Beam on a Non-Linear Elastic Foundation under Periodic Loads;Shock and Vibration;2006

5. Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments;Journal of Constructional Steel Research;2004-02