Experimental and Numerical Study on the Treatment Effect of Horizontal Lateral Grouting on the Deformation of Shield Tunnels in Clay-Reference-Cited by-同舟云学术

Experimental and Numerical Study on the Treatment Effect of Horizontal Lateral Grouting on the Deformation of Shield Tunnels in Clay

Published:2024-09 Issue:9 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ma Mingjie¹,Yang Xinan²,Zhou Jian³^ORCID,Li Jingtao¹,Li Luheng¹

Affiliation:

1. Ph.D. Student, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., 4800 Caoan Rd., Jiading District, Shanghai 201804, China.

2. Professor, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., 4800 Caoan Rd., Jiading District, Shanghai 201804, China.

3. Lecturer, Dept. of Civil Engineering, Hangzhou City Univ., 51 Huzhou St., Gongshu District, Hangzhou 310015, China; Lecturer, Key Laboratory of Safe Construction and Intelligent Maintenance for Urban Shield Tunnels of Zhejiang Province, Hangzhou City Univ., 51 Huzhou St., Gongshu District, Hangzhou 310015, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9970

Reference35 articles.

1. Factors Affecting Long-Term Efficiency of Compensation Grouting in Clays

2. Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation

3. An FEM/VOF hybrid formulation for fracture grouting modelling

4. China Academy of Building Research, Tsinghua University, Tongji University, Chongqing University, and Tianjin University. 2010. Code for design of architecture and concrete structures. [In Chinese.] GB50010-2010. Beijing: General Administration of Quality Supervision, Inspection, and Quarantine of the People’s Republic of China.

5. Greenfield Test and Numerical Study on Grouting in Silty Clay to Control Horizontal Displacement of Underground Facilities