Simulation of slope failure model experimental tests due to rainfall by using saturated and unsaturated consolidation analysis method

We discussed in detail slope stability analysis method based on saturated and unsaturated consolidation analysis method. Field equations, soil water retention curve model named Tangential Model, and elastoplastic model with two suction effects named Kohgo Model were discussed on the base of three so...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Chikasui Gakkai shi 2020/08/31, Vol.62(3), pp.383-398
1. Verfasser: KOHGO, Yuji
Format: Artikel
Sprache:eng ; jpn
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!