Seismic lateral earth pressure coefficients for c-φ soils by slip line method

Yung Ming Cheng

doi:10.1016/j.compgeo.2003.07.003

Seismic lateral earth pressure coefficients for c-φ soils by slip line method

Yung Ming Cheng

Research output: Journal article publication › Journal article › Academic research › peer-review

83 Citations (Scopus)

Abstract

In this paper, the author proposes a rotation of axes in the solution of slip line equations for determination of lateral earth pressure with the presence of seismic loading under general conditions. A general c - φ soil system under a general condition can be considered so that Kpγ, Kpc, Kpq, Kaγ, Kacand Kaqcan all be determined. For passive pressure, Kpcis found to be much greater than Kpγand the effect of seismic coefficient on passive pressure is relatively small as compared with the corresponding situation for active pressure. The use of iterative analysis is found to be useful for passive pressure determination but unimportant for active pressure determination.

Original language	English
Pages (from-to)	661-670
Number of pages	10
Journal	Computers and Geotechnics
Volume	30
Issue number	8
DOIs	https://doi.org/10.1016/j.compgeo.2003.07.003
Publication status	Published - 1 Jan 2003

Keywords

Finite difference
Lateral earth pressure
Seismic
Slip line

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology
Computer Science Applications

More information

10.1016/j.compgeo.2003.07.003

Cite this

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abstract = "In this paper, the author proposes a rotation of axes in the solution of slip line equations for determination of lateral earth pressure with the presence of seismic loading under general conditions. A general c - φ soil system under a general condition can be considered so that Kpγ, Kpc, Kpq, Kaγ, Kacand Kaqcan all be determined. For passive pressure, Kpcis found to be much greater than Kpγand the effect of seismic coefficient on passive pressure is relatively small as compared with the corresponding situation for active pressure. The use of iterative analysis is found to be useful for passive pressure determination but unimportant for active pressure determination.",

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AB - In this paper, the author proposes a rotation of axes in the solution of slip line equations for determination of lateral earth pressure with the presence of seismic loading under general conditions. A general c - φ soil system under a general condition can be considered so that Kpγ, Kpc, Kpq, Kaγ, Kacand Kaqcan all be determined. For passive pressure, Kpcis found to be much greater than Kpγand the effect of seismic coefficient on passive pressure is relatively small as compared with the corresponding situation for active pressure. The use of iterative analysis is found to be useful for passive pressure determination but unimportant for active pressure determination.

KW - Finite difference

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KW - Seismic

KW - Slip line

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JO - Computers and Geotechnics

JF - Computers and Geotechnics

IS - 8

ER -

Seismic lateral earth pressure coefficients for c-φ soils by slip line method

Abstract

Keywords

ASJC Scopus subject areas

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