Tunnelling-induced ground deformation subjected to the behavior of tail grouting materials-Reference-Cited by-同舟云学术

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Tunnelling-induced ground deformation subjected to the behavior of tail grouting materials

Published:2023-10 Issue: Volume:140 Page:105253
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Liu Wei,Liang Jiaxin^ORCID,Xu Tao

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference69 articles.

1. Unsaturated hydraulic properties of cemented tailings backfill that contains sodium silicate;Abdul-Hussain;Eng. Geol.,2011

2. D2487–00 Standard Classification of Soils for Engineering Purposes (Unified;ASTM;Soil Classification System),2000

3. C39 / C39M Standard Test Method for Compressive Strength of;ASTM;Cylindrical Concrete Specimens,2018

4. Standard Test Method for Time of Setting of Hydraulic Cement Mortar by Modified Vicat Needle,2020

5. Standard Test Method for Flow of Hydraulic Cement Mortar,2015

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1. Soil-carrying effect induced by super-large-diameter shallow-buried shield tunneling and treatment measures: A case study in Zhuhai, China;Tunnelling and Underground Space Technology;2024-11

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4. A novel mechanics model for predicting vertical load and jacking force via rectangle pipe considering soil arching effect;Tunnelling and Underground Space Technology;2024-10

5. Optimization of pre-grouting construction and evaluation of grouting effect in a deeply buried silt-filled shield tunnel;Tunnelling and Underground Space Technology;2024-10

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