Influence of the Spatial Variability of Soil Shear Strength on Deep Excavation: A Case Study of a Bangkok Underground MRT Station-Reference-Cited by-同舟云学术

Influence of the Spatial Variability of Soil Shear Strength on Deep Excavation: A Case Study of a Bangkok Underground MRT Station

Published:2021-02 Issue:2 Volume:21 Page:04020248
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Nguyen Thanh Son¹,Likitlersuang Suched²^ORCID

Affiliation:

1. Postdoctoral Researcher, Centre of Excellence in Geotechnical and Geoenvironmental Engineering, Dept. of Civil Engineering, Faculty of Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand.

2. Professor, Centre of Excellence in Geotechnical and Geoenvironmental Engineering, Dept. of Civil Engineering, Faculty of Engineering, Chulalongkorn Univ., Bangkok 10330, Thailand (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001914

Reference41 articles.

1. Underground excavation behaviour in Bangkok using three-dimensional finite element method

2. Probabilistic analysis of seepage that considers the spatial variability of permeability for an embankment on soil foundation

3. Probabilistic stability analysis of rainfall-induced landslides considering spatial variability of permeability

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