Grooving Mechanism of Underground Diaphragm Wall Using CFD–DEM Model-Reference-Cited by-同舟云学术

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Grooving Mechanism of Underground Diaphragm Wall Using CFD–DEM Model

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Tang Shuo¹,Sun Xinjian²,Zhang Guangli³,Li Guochao⁴,Huang Peijie⁴

Affiliation:

1. Master’s Student, School of Water Resources and Electric Power, Qinghai Univ., Xining 810016, China.

2. Professor, School of Water Resources and Electric Power, Qinghai Univ., Xining 810016, China; Professor, Laboratory of Ecological Protection and High Quality Development in the Upper Yellow River, Qinghai 810016, China (corresponding author).

3. Senior Engineer, Nalengelehe Water Conservancy Project Construction Management Bureau, Geermu 816000, China.

4. Senior Engineer, Yellow River Engineering Consulting Co., Ltd., Zhengzhou 450003, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9447

Reference40 articles.

1. A numerical study on ground displacement and stress during and after the installation of deep circular diaphragm walls and soil excavation

2. Particulate invasion from drilling fluids;Bailey L.;SPE J.,2000

3. Numerical modeling of ground response during diaphragm wall construction;Ding Y. C.;J. Shanghai Jiaotong Univ.,2008

4. Assessing filter cake strength via discrete element method simulations;Falahati N.;Chem. Eng. Res. Des.,2021

5. Interpreting multistage minifrac tests using discrete element modeling of foliated rock with various drilling mud properties;Farkas M. P.;Procedia Eng.,2017

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