Soil Conditioning for EPB Shield Tunneling in Argillaceous Siltstone with High Content of Clay Minerals: Case Study-Reference-Cited by-同舟云学术

Soil Conditioning for EPB Shield Tunneling in Argillaceous Siltstone with High Content of Clay Minerals: Case Study

Published:2017-04 Issue:4 Volume:17 Page:05016002
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ye Xinyu¹,Wang Shuying²,Yang Junsheng³,Sheng Daichao⁴,Xiao Chao⁵

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Central South Univ., 22 South Shaoshan St., Changsha, Hunan, China.

2. Associate Professor, School of Civil Engineering, Central South Univ., 22 South Shaoshan St., Changsha, Hunan 410002, China (corresponding author).

3. Professor, School of Civil Engineering, Central South Univ., 22 South Shaoshan St., Changsha, Hunan 410002, China.

4. Professor, School of Civil Engineering, Central South Univ., 22 South Shaoshan St., Changsha, Hunan 410002, China; Australian Research Council Centre of Excellence for Geotechnical Science and Engineering, School of Engineering, Univ. of Newcastle, Callaghan, New South Wales 2308, Australia.

5. School of Civil Engineering, Central South Univ., 22 South Shaoshan St., Changsha, Hunan 410002, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000791

Reference40 articles.

1. Ball R. P. A. Young D. J. Isaacson J. Champa J. and Gause C. (2009). “Research in soil conditioning for EPB tunnelling through difficult soils.” Proc. RETC Society for Mining Metallurgy and Exploration Littleton CO 320–333.

2. Study of the Permeability of Foam Conditioned Soils with Laboratory Tests

3. Application ranges of EPB shields in coarse ground based on laboratory research

4. Coupled Computational Simulation of Excavation and Soil Transport in Earth-Pressure Balance Shield Tunneling Machines Using a Viscous Two-Phase Fluid Model for Soil-Foam Mixtures

5. Face stability evaluation of a TBM-driven tunnel in heterogeneous soil using a probabilistic approach;Eshraghi A.;Int. J. Geomech.,2015

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