TECHNICAL PAPERS
May 1, 2008

Seismic Rotational Displacement of Gravity Walls by Pseudodynamic Method

Publication: International Journal of Geomechanics
Volume 8, Issue 3

Abstract

Prediction of the rotational displacements, induced by earthquake is a key aspect of the seismic design of retaining walls. In this paper, the pseudodynamic method is used to compute rotational displacements of the retaining wall supporting cohesionless backfill under seismic loading. The proposed method considers time, phase difference, and effect of amplification in shear and primary waves propagating through the backfill and the retaining wall. The influence of ground motion characteristics on rotational displacement of the wall is evaluated. Also the effects of variation of parameters like wall friction angle, soil friction angle, amplification factor, shear wave velocity, primary wave velocity, period of lateral shaking, horizontal, and vertical seismic accelerations on the rotational displacements are studied. Results are provided in graphical form with a comparison to the available pseudostatic result to validate the proposed theory. Present results give higher values of rotational displacements of the wall when compared with the available results by pseudostatic analysis.

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Acknowledgments

The writers would like to thank the anonymous reviewers of this technical paper for their valuable suggestions and comments to make it technically more sound.

References

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Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 8Issue 3May 2008
Pages: 169 - 175

History

Received: Jul 6, 2006
Accepted: Sep 4, 2007
Published online: May 1, 2008
Published in print: May 2008

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Authors

Affiliations

Deepankar Choudhury, M.ASCE
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400 076, India (corresponding author). E-mail: [email protected]
Sanjay S. Nimbalkar, S.M.ASCE
Lecturer, Dept. of Civil Engineering, Government College of Engineering, Karad 415 124, India.

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