Analytical Solution for Predicting Ground Deformation Associated with Pipe Jacking-Reference-Cited by-同舟云学术

Analytical Solution for Predicting Ground Deformation Associated with Pipe Jacking

Published:2017-08 Issue:3 Volume:8 Page:04017008
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Cheng L. Y.¹,Ariaratnam Samuel T.²,Chen S. X.³

Affiliation:

1. Ph.D. Candidate, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, State Key Laboratory of Geomechanics and Geotechnical Engineering, Wuhan 430071, China.

2. Professor and Construction Engineering Program Chair, School of Sustainable Engineering and the Built Environment, Arizona State Univ., P.O. Box 873005, Tempe, AZ 85287-3005 (corresponding author).

3. Professor, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, State Key Laboratory of Geomechanics and Geotechnical Engineering, Wuhan 430071, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000267

Reference29 articles.

1. Subsidence above shallow tunnels in soft ground;Aktinson J. H.;J. Geotech. Eng. Div.,1977

2. Modeling of annular fluid pressures in horizontal boring

3. Ariaratnam S. T. and Lueke J. S. (2002). “Post construction evaluation of the annular space regional in horizontal directional drilling.” Proc. No-Dig’2002 North American Society for Trenchless Technology Cleveland.

4. Ground disturbance caused by shield tunneling in a stiff fissured over-consolidated clay;Attewell P. B.;Rock Mech. Rock Eng.,1975

5. Tunnelling in compressible soils; large ground movements and structural implications;Attewell P. B.;Tunnelling Underground Space Technol.,1989

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