Three-dimensional stability of triple-step slopes considering diverse hydraulic hysteresis paths-Reference-Cited by-同舟云学术

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Three-dimensional stability of triple-step slopes considering diverse hydraulic hysteresis paths

Published:2024-07 Issue: Volume:99 Page:363-376
ISSN:1110-0168
Container-title:Alexandria Engineering Journal
language:en
Short-container-title:Alexandria Engineering Journal

Author:

Yang Yushan,Liao Hong,Wu Chaoguang^ORCID

Publisher

Elsevier BV

Reference39 articles.

1. Slope stability analysis with nonlinear failure criterion;Yang;J. Eng. Mech.,2004

2. Collapse mechanism of shallow tunnel based on nonlinear Hoek–Brown failure criterion;Yang;Tunn. Undergr. Space Technol.,2011

3. Back-analysis of a rainfall-induced landslide case history using deterministic and random limit equilibrium methods;Wang;Eng. Geol.,2023

4. First order reliability-based design optimization of 3D pile-reinforced slopes with Pareto optimality;Hu;Comput. Geotech.,2023

5. Three-dimensional stability of slopes and excavations;Michalowski;Géotechnique,2009

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