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Seismic passive earth pressures of narrow cohesive backfill against gravity walls using the stress characteristics method

A solution method for the determination of seismic passive earth pressures in narrow cohesive backfill behind gravity walls has been developed using the stress characteristics method. The stress characteristics method is combined with the pseudo-static method in the analysis to consider the effects...

Ausführliche Beschreibung

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Bibliografische Detailangaben
Hauptverfasser: Zhan-liang Wang, Wu-zhen Kang, Fu-quan Chen, Cheng Lin
Format: Artigo
Sprache:Inglês
Veröffentlicht: Elsevier 2024-12-01
Schriftenreihe:Soils and Foundations
Schlagworte:
Online-Zugang:http://www.sciencedirect.com/science/article/pii/S0038080624000830
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