Laboratory Model Test of EPB Shield Tunneling in a Cobble-Rich Soil-Reference-Cited by-同舟云学术

Laboratory Model Test of EPB Shield Tunneling in a Cobble-Rich Soil

Published:2020-10 Issue:10 Volume:146 Page:04020112
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hu Xiongyu¹,He Chuan²,Walton Gabriel³,Fang Yong⁴,Dai Guanghui⁵

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China.

2. Professor, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China.

3. Assistant Professor, Engineering Geology, Underground Construction and Tunneling Dept. of Geology and Geological Engineering, Colorado School of Mines, Golden, CO 80401.

4. Professor, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author).

5. Senior Engineer, Beijing Urban Construction Development Group Co., Ltd., Beijing 100037, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002355

Reference28 articles.

1. Analysis of Tunneling-Induced Ground Movements Using Transparent Soil Models

2. Ground Deformations Resulting from Shield Tunnelling in London Clay

3. TBM soft ground interaction: Experimental study on a 1 g reduced-scale EPBS model

4. Centrifugal model tests on face failure of earth pressure balance shield induced by steady state seepage in saturated sandy silt ground

5. Cording E. J. 1991. “Control of ground movements around tunnels in soil.” In Vol. 4 of Proc. 9th Pan-American Conf. on Soil Mechanics and Foundation Engineering 2195–2244. Vina del Mar Chile: Sociedad Chilena de Geotechina.

Cited by 33 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Disaster mechanism of large-diameter shield tunnel segments under multi-source load coupling: A case study;Engineering Failure Analysis;2024-12

2. Large-deformation finite-element modelling of face instability during tunnelling in clayey soils: Incorporating dynamic excavation process;Tunnelling and Underground Space Technology;2024-11

3. Displacement and pressure of surrounding rock during shield tunnelling and supporting in low water content loess;Engineering Geology;2024-08

4. Surface Settlement of Shallow Shield Tunneling: Face Pressure, Tail-Void Grouting Pressure, and Grout Volume;International Journal of Geomechanics;2024-06

5. Estimating Tunnelling-Induced Ground Deformation in Sandy Cobble Stratum Considering Rock Content Variation;Geotechnical and Geological Engineering;2024-05-04