Three-Dimensional Stability of Slurry Trench Wall under Water Drawdown-Reference-Cited by-同舟云学术

Three-Dimensional Stability of Slurry Trench Wall under Water Drawdown

Published:2024-11 Issue:11 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Yunong¹,Zhao Wei²,Sun Yining³,Wang Liwei¹

Affiliation:

1. Associate Professor, School of Civil Engineering and Mechanics, Yanshan Univ., Qinhuangdao 066004, China; Key Laboratory of Green Construction and Intelligent Maintenance for Civil Engineering of Hebei Province, Yanshan Univ., Qinhuangdao 066004, China.

2. Master’s Student, School of Civil Engineering and Mechanics, Yanshan Univ., Qinhuangdao 066004, China; Key Laboratory of Green Construction and Intelligent Maintenance for Civil Engineering of Hebei Province, Yanshan Univ., Qinhuangdao 066004, China (corresponding author).

3. Master’s Student, School of Civil Engineering and Mechanics, Yanshan Univ., Qinhuangdao 066004, China; Key Laboratory of Green Construction and Intelligent Maintenance for Civil Engineering of Hebei Province, Yanshan Univ., Qinhuangdao 066004, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9879

Reference25 articles.

1. Analytical solutions for stability of slurry trench;Fox P. J.;Int. J. Geomech.,2004

2. SOME STEADY-STATE SOLUTIONS OF THE UNSATURATED MOISTURE FLOW EQUATION WITH APPLICATION TO EVAPORATION FROM A WATER TABLE

3. Hajnal, I., J. Marton, and Z. Regele. 1984. Construction of diaphragm walls. New York: Wiley.

4. 2D and 3D stability analysis of slurry trench in frictional/cohesive soil

5. Limit Analysis for Local and Overall Stability of a Slurry Trench in Cohesive Soil