Numerical simulation analysis of tunnel backfill grout based on DEM-FDM coupling and particle inlet-Reference-Cited by-同舟云学术

Numerical simulation analysis of tunnel backfill grout based on DEM-FDM coupling and particle inlet

Published:2024-02 Issue: Volume:14 Page:285-299
ISSN:2467-9674
Container-title:Underground Space
language:en
Short-container-title:Underground Space

Author:

Yan Bin,Wang Rui,Ding Bo-song,Dai Fang,Wang You^ORCID

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference28 articles.

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2. Test of Grout Diffusion of Shield Tunnel Backfill Grouting in Sandy Strata;Cai;China Journal Highway Transportation,2018

3. Analysis of ground deformation and failure induced by shallow tunneling with cavity in the overlying strata;Cai;Journal of the China Railway Society,2019

4. Pile responses caused by tunneling;Chen;Journal of Geotechnical & Geoenvironmental Engineering,1999

5. Three-dimensional finite element analysis of mechanical behaviors of shield tunnel segment during construction;Cheng;Chinese Journal of Rock Mechanics and Engineering,2006

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