Optimization of pre-grouting construction and evaluation of grouting effect in a deeply buried silt-filled shield tunnel-Reference-Cited by-同舟云学术

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Optimization of pre-grouting construction and evaluation of grouting effect in a deeply buried silt-filled shield tunnel

Published:2024-10 Issue: Volume:152 Page:105902
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Zhu Tao,Huang Feng,Li Shuo,Ouyang Tianyi,Ying Jie,Zhao Haoran

Publisher

Elsevier BV

Reference51 articles.

1. Use of the Boussinesq equation for determining the distribution of stress within a diametrical point load test;Al-Derbi;Rock Mech. Rock Eng.,1999

2. An extension theoretical model for grouting effect evaluation in sand stratum of metro construction;Bai;KSCE J. Civ. Eng.,2019

3. Grouting reinforcement treatment method for super-shallow buried metro station crossing sand layer;Bing;IOP Conf. Ser.: Earth Environ. Sci.,2020

4. Geological characteristics of strata in Chongqing, China, and mitigation of the environmental impacts of tunneling-induced geo-hazards;Chen;Environ. Earth Sci.,2017

5. Experimental study of face stability for shield tunnels in sandy cobble strata of different densities;Di;Tunn. Undergr. Space Technol.,2023

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