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Paper
Title

Evaluation of active and passive seismic earth pressures against retaining walls using finite element and limit analysis

Year: 1398
COI: NCCE11_080
Language: EnglishView: 209
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Authors

Hessam Fathipour - M.Sc. Student, Faculty of Engineering, University of Guilan, Iran
Reza Jamshidi Chenari - Associate Professor, Faculty of Engineering, University of Guilan, Iran
Mehdi Veiskarami - Associate Professor, School of Engineering, Shiraz University, Shiraz, Iran

Abstract:

Knowledge of lateral seismic earth pressure behind retaining walls and its determination in stability problems is vital in civil engineering grounds, which is typically calculated by using the modified Coulomb’s formulation denoted by Mononobe-Okabe method. In this paper, the lower bound theorem of limit analysis in conjunction with the finite element theory under the pseudo-static loading condition was invoked to provide a more accurate estimation of the active and passive seismic earth pressures and respective coefficients of earth pressure accordingly. An accuracy of the results of the current study is evaluated by comparison of the findings with those of literature

Keywords:

Retaining Wall, Lower bound Limit Analysis, Finite Element, Seismic Earth Pressure

Paper COI Code

This Paper COI Code is NCCE11_080. Also You can use the following address to link to this article. This link is permanent and is used as an article registration confirmation in the Civilica reference:

https://civilica.com/doc/917837/

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Fathipour, Hessam and Jamshidi Chenari, Reza and Veiskarami, Mehdi,1398,Evaluation of active and passive seismic earth pressures against retaining walls using finite element and limit analysis,Eleventh National Congress on Civil Engineering,Shiraz,https://civilica.com/doc/917837

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Type of center: دانشگاه دولتی
Paper count: 12,903
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