Evaluation of PCC Pile Method in Mitigating Embankment Vibrations from a High-Speed Train-Reference-Cited by-同舟云学术

Evaluation of PCC Pile Method in Mitigating Embankment Vibrations from a High-Speed Train

Published:2013-12 Issue:12 Volume:139 Page:2225-2228
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Thach Pham-Ngoc¹,Liu Han-Long²,Kong Gang-Qiang³

Affiliation:

1. Researcher, Geotechnical Research Institute, Hohai Univ., Nanjing 210098, China; and Lecturer, Faculty of Transportation Engineering, Hochiminh Univ. of Transportation, Hochiminh City 717208, Vietnam (corresponding author).

2. Professor, Geotechnical Research Institute, Hohai Univ., Nanjing 210098, China.

3. Associate Professor, Geotechnical Research Institute, Hohai Univ., Nanjing 210098, 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.1943-5606.0000941

Reference15 articles.

1. Belytschko T. Liu W. K. and Moran B. (2000). Nonlinear finite elements for continua and structures Wiley Chichester U.K.

2. British Standards Institution. (1995). “British standards code of practice for improved/reinforced soil.” BS 8006 London.

3. Dassault Systèmes. (2007). ABAQUS 6.7 theory manuals Providence RI.

4. Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft Soil

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