Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in) / Reddy, G. V. N. (Autor:in)
Transportation Infrastructure Geotechnology ; 11 ; 1691-1707
01.08.2024
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
British Library Online Contents | 2012
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