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Chapter
Jul 21, 2016

Computation of the Rotational Displacements of Gravity Retaining Walls by the Pseudo-Dynamic Method

Abstract

Seismic stability analysis is an important aspect for design of safe retaining walls in earthquake prone areas. In this study, limit equilibrium method is used to compute the rotational displacement of the gravity retaining wall on rigid foundation supporting cohesionless backfill along with pseudo-dynamic seismic forces. In the computation of rotational displacement, the location of the rotating wall and the shift in the point of application of the seismic earth pressure after each time step is included which is ignored in the rotating block method. From the present analysis, it is found that the rotational displacement depends on the characteristics of the input motion, properties of the backfill and the wall material.

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Published In

Go to Geo-China 2016
Geo-China 2016
Pages: 124 - 132

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Published online: Jul 21, 2016

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Anindya Pain [email protected]
Ph.D. Student, Academy of Scientific and Innovative Research (AcSIR), New Delhi 110001, India; Scientist, CSIR-Central Building Research Institute, Roorkee 247667, India. E-mail: [email protected]
Deepankar Choudhury, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India; Adjunct Professor, Academy of Scientific and Innovative Research (AcSIR), New Delhi 110001, India. E-mail: [email protected]
S. K. Bhattacharyya [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, West Bengal 721302, India; Former Director, CSIR-Central Building Research Institute, Roorkee 247667, India. E-mail: [email protected]

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