Comparison of Different Two-Dimensional Idealizations for a Geosynthetic-Reinforced Pile-Supported Embankment-Reference-Cited by-同舟云学术

Comparison of Different Two-Dimensional Idealizations for a Geosynthetic-Reinforced Pile-Supported Embankment

Published:2013-12 Issue:6 Volume:13 Page:754-768
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ariyarathne Priyanath¹,Liyanapathirana D. S.²,Leo C. J.³

Affiliation:

1. Ph.D. Candidate, School of Computing, Engineering and Mathematics, Univ. of Western Sydney, NSW 2747, Australia.

2. Senior Lecturer, School of Computing, Engineering and Mathematics, Univ. of Western Sydney, NSW 2747, Australia (corresponding author).

3. Associate Professor, School of Computing, Engineering and Mathematics, Univ. of Western Sydney, NSW 2747, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000266

Reference24 articles.

1. ABAQUS 6.10. [Computer software]. Providence RI ABAQUS Inc.

2. Bergado D. T. and Long P. V. (1994). “Numerical analysis of embankment on subsiding ground improved by vertical drains and granular piles.” Proc. 13th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 4 Oxford and IBH New Delhi India 1361–1366.

3. Field Tests on Pile-Supported Embankments over Soft Ground

4. Collin J. G. (2004). “Column supported embankment design considerations.” Proc. 52nd Annual Geotechnical Engineering Conf. Univ. of Minnesota Minneapolis 51–78.

5. Generalized Model for Geosynthetic-Reinforced Granular Fill-Soft Soil with Stone Columns

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