Centrifugal and Numerical Modeling of a Reinforced Lime-Stabilized Soil Embankment on Soft Clay with Wick Drains-Reference-Cited by-同舟云学术

Centrifugal and Numerical Modeling of a Reinforced Lime-Stabilized Soil Embankment on Soft Clay with Wick Drains

Published:2011-06 Issue:3 Volume:11 Page:167-173
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Jian-Feng¹²,Yu Song-Bo¹²

Affiliation:

1. Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

2. Ph.D. candidate, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000045

Reference21 articles.

1. Bhardwaj D. K. and Mandal J. N. (2008). “Centrifuge modeling on fiber reinforced fly ash slope.” Proc. 4th Asian Regional Conf. on Geosynthetics Springer-Verlag Berlin 197–202.

2. Bolton M. D. and Sharma J. S. (1994). “Embankments with base reinforcement on soft clay.” Proc. 1994 Int. Conf. Centrifuge A. A. Balkema Rotterdam Netherlands 587–592.

3. Application of ameliorated high liquid clay to construction of expressway;Cao Y. H.;J. Railway Eng. Soc.,2006

4. Centrifugal model test and finite element analysis of geosynthetic-reinforced embankments on soft ground and dredger fill;Ding J. H.;China Civ. Eng. J.,1999

5. Hansbo S. (1981). “Consolidation of fine-grained soils by prefabricated drains.” Proc. Int. Conf. on Soil Mechanics and Foundation Engineering A. A. Balkema Rotterdam Netherlands 677–682.

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