Influence of synchronous grouting on surrounding sandy cobbles during shield tunnelling process: Insights from a scaled model test

Author:

Liu ChaoORCID,Zhu DelinORCID,Liu Hai,Cui Jie,Zhang XiaoyuORCID,ur Rehman Mujeeb,Huang Xiangyun

Funder

Guangzhou Municipal Science and Technology Bureau

Guangzhou Municipal Science and Technology Program key projects

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference36 articles.

1. Study on mechanism of penetration and diffusion of synchronous grouting for shield tunnel in Sandy stratum;Chen,2016

2. Progress on rock mechanics research of beishan granite for geological disposal of high-level radioactive waste in China;Chen;Rock Mechanics Bulletin,2023

3. The mechanism and engineering application study of simultaneous backfill grouting during shield tunneling in soft soils;Dai,2010

4. The behavior of synchronous grouting in a quasi-rectangular shield tunnel based on a large visualized model test;Ding;Tunn. Undergr. Sp. Technol.,2019

5. Study on face stability and failure mechanism of EPB shield tunneling in Sandy cobble ground;Fan,2014

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