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Please use this identifier to cite or link to this item: http://dspace.library.iitb.ac.in/jspui/handle/10054/6039

Title: Design of waterfront retaining wall for the passive case under earthquake and tsunami
Authors: CHOUDHURY, D
AHMAD, SM
Keywords: pseudodynamic method
seismic design
resistance
stability
soils
Issue Date: 2007
Publisher: ELSEVIER SCI LTD
Citation: APPLIED OCEAN RESEARCH, 29(1-2), 37-44
Abstract: The paper pertains to a study of analysing a waterfront retaining wall under the combined action of tsunami and earthquake forces. The stability of the waterfront retaining wall is assessed in terms of its sliding and overturning modes of failure. Pseudo-static approach has been used for the calculation of the passive seismic earth pressure. Hydrodynamic pressure generated behind the backfill due to shaking of the wet backfill soil is considered in the analysis. Tsunami force is considered to be an additional force acting on the upstream face of the wall and is calculated using a simple formula. It is observed that the factor of safety in sliding mode of failure decreases by about 70% when the ratio of tsunami water height to initial water height is changed from 0.375 to 1.125. Variations of different parameters involved in the analysis suggest sensitiveness of the factor of safety against both the sliding and overturning modes of failure of the wall and provides a better guideline for design. (c) 2007
URI: http://dx.doi.org/10.1016/j.apor.2007.08.001
http://dspace.library.iitb.ac.in/xmlui/handle/10054/6039
http://hdl.handle.net/10054/6039
ISSN: 0141-1187
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