Stress paths in deep excavations under undrained conditions and its influence on deformation analysis

Author:

Lim Aswin,Ou Chang-Yu

Funder

Ministry of Science and Technology

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference39 articles.

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5. Re-analysis of deep excavation collapse using a generalized effective stress soil model;Corral,2010

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