Multiphysics modelling of backfill grouting in sandy soils during TBM tunnelling-Reference-Cited by-同舟云学术

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Multiphysics modelling of backfill grouting in sandy soils during TBM tunnelling

Published:2022-03-25 Issue:1 Volume:18 Page:553-571
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Yang Jie,Yin Zhen-Yu^ORCID,Liu Ying-Jing,Laouafa Farid

Funder

Research Grants Council, University Grants Committee

Zhongtian Construction Group Co Ltd.

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-022-01528-2.pdf

Reference52 articles.

1. Bezuijen A, Talmon AM, Kaalberg FJ, Plugge R (2004) Field Measurements of grout pressures during tunnelling of the sophia rail tunnel. Soils Found 44(1):39–48

2. Borja RI (2006) On the mechanical energy and effective stress in saturated and unsaturated porous continua. Int J Solids Struct 43(6):1764–1786

3. Brooks AN, Hughes TJ (1982) Streamline upwind/Petrov-Galerkin formulations for convection dominated flows with particular emphasis on the incompressible Navier-Stokes equations. Comput Methods Appl Mech Eng 32(1–3):199–259

4. Chang CS, Yin Z-Y (2011) Micromechanical modeling for behavior of silty sand with influence of fine content. Int J Solids Struct 48(19):2655–2667

5. Chupin O, Saiyouri N, Hicher P-Y (2008) The effects of filtration on the injection of cement-based grouts in sand columns. Transp Porous Media 72(2):227–240

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2. Parameter estimation of grouting pressure and surface subsidence on the reliability of shield tunnel excavation under incomplete probability information;Computers and Geotechnics;2024-09

3. Observed uplift behaviors of segmental lining during shield tunneling in hard rock: a case study from Changsha, China;Tunnelling and Underground Space Technology;2024-08

4. Pressure Model Study on Synchronous Grouting in Shield Tunnels Considering the Temporal Variation in Grout Viscosity;Applied Sciences;2023-09-18

5. Volume-of-fluid-based implementation for the spatiotemporal variation of viscosity in grouting process: transport time tracking approach;Acta Geotechnica;2023-08-03

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