Field Tests on Pile-Supported Embankments over Soft Ground-Reference-Cited by-同舟云学术

Field Tests on Pile-Supported Embankments over Soft Ground

Published:2010-06 Issue:6 Volume:136 Page:777-785
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen R. P.¹²³¹⁴,Xu Z. Z.¹²³¹⁴,Chen Y. M.¹²³¹⁴,Ling D. S.¹²³¹⁴,Zhu B.¹²³¹⁴

Affiliation:

1. Professor, Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Dept. of Civil Engineering, Zhejiang Univ., 388 Yuhangtang Rd., Hangzhou, 310058, China.

2. Doctor Candidate, Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Dept. of Civil Engineering, Zhejiang Univ., 388 Yuhangtang Rd., Hangzhou, 310058, China.

3. Professor, Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Dept. of Civil Engineering, Zhejiang Univ., 388 Yuhangtang Rd., Hangzhou, 310058, China (corresponding author).

4. Associate Professor, Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Dept. of Civil Engineering, Zhejiang Univ., 388 Yuhangtang Rd., Hangzhou, 310058, 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.1943-5606.0000295

Reference17 articles.

1. Performance of SRW Supported by Geogrids and Jet Grout Columns

2. American Association of State Highway Officials/Federal Highway Administration (2002). Innovative technology for accelerated construction bridge and embankment foundations Preliminary Summary Rep. Prepared for Federal Highway Administration U.S. Dept. of Transportation Washington D.C.

3. British Standard. (1995). “Code of practice for strengthened/reinforced soils and other fills.” BS 8006 British Standard Institution London 162.

4. A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression

5. Model tests of geocell retaining structures

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