Pseudo-dynamic methods for seismic passive earth pressure behind a cantilever retaining wall with inclined backfill

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Taylor & Francis Ltd

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Upper-bound approach for analysis of cantilever retaining walls

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NRC Research Press

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System reliability-based analysis of cantilever retaining walls embedded in granular soils

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Reply to the discussion by Greco on “Seismic active earth pressure behind a nonvertical retaining wall using pseudo-dynamic analysis”

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Seismic active earth pressure behind a nonvertical retaining wall using pseudo-dynamic analysis

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Canadian Geotechnical Journal, Vol. 45, Iss. 1, 2008-01 ,pp. : 117-123

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