Base Stability of Circular Excavations in Soft Clay-Reference-Cited by-同舟云学术

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Base Stability of Circular Excavations in Soft Clay

Published:2002-08 Issue:8 Volume:128 Page:702-706
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cai Fei¹,Ugai Keizo²,Hagiwara Toshiyuki³

Affiliation:

1. Research Associate, Dept. of Civil Engineering, Gunma Univ., Kiryu, Gunma 376-8515, Japan.

2. Professor, Dept. of Civil Engineering, Gunma Univ., Kiryu, Gunma 376-8515, Japan.

3. Research Engineer, Nishimatsu Construction Co. Ltd., Kanagawa 242-8520, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282002%29128%3A8%28702%29

Reference11 articles.

1. Stability of strutted excavations in clay

2. Numerical Analysis of the Stability of a Slope Reinforced with Piles

3. Estimating Basal‐Heave Stability for Braced Excavations in Soft Clay

4. Slope stability analysis by finite elements

5. Finite Element Slope Stability Analysis by Shear Strength Reduction Technique

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1. Coupling 3DFELA with XGBoost Model for Undrained Stability Prediction of Supported Rectangular Excavations in Anisotropic Clays;International Journal of Geosynthetics and Ground Engineering;2024-08-22

2. Evaluation of stability against basal heave for excavations in clay overlying a confined aquifer;Computers and Geotechnics;2024-04

3. Basal stability analysis of braced excavations with flexible embedded walls in undrained clay;Transportation Geotechnics;2024-03

4. Basal heave stability analysis of excavations considering the soil strength increasing with depth;Computers and Geotechnics;2024-02

5. Supporting behavior evolution of ultra-deep circular diaphragm walls during excavation: Monitoring and assessment methods comparison;Tunnelling and Underground Space Technology;2024-01

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