Analytical Approach of the Arching Dual Effect Describing the Stability of Slurry-Wall Trenches in Cohesionless Soil-Reference-Cited by-同舟云学术

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Analytical Approach of the Arching Dual Effect Describing the Stability of Slurry-Wall Trenches in Cohesionless Soil

Published:2017-10 Issue:10 Volume:17 Page:04017081
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Saadi Riadh¹,Baheddi Mohamed²,Ferhoune Noureddine³

Affiliation:

1. Ph.D. Student, Civil Engineering, Univ. of Batna, Batna 04200, Algeria (corresponding author).

2. Professor, Civil Engineering, Univ. of Batna, Batna 04200, Algeria.

3. Professor, Civil Engineering, Univ. of Larbi Ben M’hidi Oum El Bouaghi, Oum El Bouaghi 04000, Algeria.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000973

Reference17 articles.

1. Simulation of a corner slurry trench failure in clay;Carlos E. G. T.;Comput. Geotech.,2012

2. Numerical modelling of installation effects for diaphragm walls in sand;Conti R.;Acta Geotech.,2012

3. Analytical Solutions for Stability of Slurry Trench

4. Three-dimensional finite-element analysis of diaphragm wall installation

5. 2D and 3D stability analysis of slurry trench in frictional/cohesive soil;Han C.;J. Zhejiang Univ. Sci. A,2013

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3. Discretization-Based Kinematic Approach for Three-Dimensional Stability Analysis of Slurry Trenches in Cohesive–Frictional Soils;International Journal of Geomechanics;2024-01

4. A Novel Stability Analysis Method of Diaphragm Wall Trench and Its Application;Geotechnical and Geological Engineering;2022-12-12

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