Performance of a Geogrid-Reinforced and Pile-Supported Highway Embankment over Soft Clay: Case Study-Reference-Cited by-同舟云学术

Performance of a Geogrid-Reinforced and Pile-Supported Highway Embankment over Soft Clay: Case Study

Published:2007-12 Issue:12 Volume:133 Page:1483-1493
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Liu H. L.¹²³,Ng Charles W. W.¹²³,Fei K.¹²³

Affiliation:

1. Professor, Geotechnical Research Institute, Hohai Univ., Nanjing 210098, China. E-mail: hliu@mailsvr.hhu.edu.cn

2. Professor, Dept. of Civil Engineering, Hong Kong Univ. Science and Technology, Clear Water Bay, Kowloon, HKSAR. E-mail: cecwwng@ust.hk

3. Associate Professor, Geotechnical Research Institute, Yangzhou Univ., Yangzhou 225009, China. E-mail: fei_kang@sohu.com

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%291090-0241%282007%29133%3A12%281483%29

Reference24 articles.

1. Barksdale R. D. and Goughnour R. R. (1984). “Performance of a stone column supported embankment.” Proc. Int. Conf. on Case Histories in Geotechnical Engineering St. Louis 6–11.

2. Full Scale Load Test of Granular Piles with Different Densities and Different Proportions of Gravel and Sand on Soft Bangkok Clay

3. Performance of embankments with and without reinforcement on soft subsoil

4. Experimental study of mechanical property of DJM composite pile foundation;Chen S.;China Journal of Highway and Transport,2002

5. Greenwood D. A. (1991). “Load tests on stone columns.” Proc. Deep Foundation Improvements: Design Construction and Testing ASTM Philadelphia 148–171.

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