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Seismic Pressure of c—ϕ Soil Backfill Carries a Uniform Surcharge on the Retaining Wall Based on a Limit Equilibrium Analysis Method
Seismic Pressure of c—ϕ Soil Backfill Carries a Uniform Surcharge on the Retaining Wall Based on a Limit Equilibrium Analysis Method
Seismic Pressure of c—ϕ Soil Backfill Carries a Uniform Surcharge on the Retaining Wall Based on a Limit Equilibrium Analysis Method
Transp. Infrastruct. Geotech.
Venkatasubbaiah, M. C. (author) / Reddy, G. V. N. (author)
Transportation Infrastructure Geotechnology ; 11 ; 1691-1707
2024-08-01
Article (Journal)
Electronic Resource
English
British Library Online Contents | 2012
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