Study on the Mechanism of Tunnel Subhorizontal Jet Grouting Reinforcement Based on a Shell Model on Two-Parameter Foundation-Reference-Cited by-同舟云学术

Study on the Mechanism of Tunnel Subhorizontal Jet Grouting Reinforcement Based on a Shell Model on Two-Parameter Foundation

Published:2024-04 Issue:4 Volume:150 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Shi Yufeng¹,Zhang Tao²^ORCID,Cao Chengwei³,Chen Xiangsheng⁴,Wen Yonghua⁵

Affiliation:

1. Professor, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330013, PR China; Professor, Jiangxi Key Laboratory of Infrastructure Safety Control in Geotechnical Engineering, East China Jiaotong Univ., Nanchang 330013, PR China.

2. Ph.D. Student, School of Civil Engineering, Central South Univ., Changsha 410075, PR China (corresponding author). ORCID: .

3. Master’s Student, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330013, PR China; Master’s Student, Jiangxi Key Laboratory of Infrastructure Safety Control in Geotechnical Engineering, East China Jiaotong Univ., Nanchang 330013, PR China.

4. Lecturer, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330013, PR China; Lecturer, Jiangxi Key Laboratory of Infrastructure Safety Control in Geotechnical Engineering, East China Jiaotong Univ., Nanchang 330013, PR China.

5. Senior Engineer and Master, Laboratory Training Center, Jiangxi Vocational and Technical College of Communications, Nanchang 330013, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-7099

Reference40 articles.

1. The role of umbrella arch and face bolt as deformation preventing support system in preventing building damages

2. Recent Advances in Horizontal Jet Grouting (HJG): An Overview

3. Homogenization framework for three-dimensional elastoplastic finite element analysis of a grouted pipe-roofing reinforcement method for tunnelling

4. Evaluation of dynamic loads on underground structures during horizontal jet grouting of a saturated soil

5. Effect of jet-grouting on surface settlements above the Aeschertunnel, Switzerland

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