Modeling the Behavior of Geosynthetic Encased Columns: Influence of Granular Soil Constitutive Model-Reference-Cited by-同舟云学术

Modeling the Behavior of Geosynthetic Encased Columns: Influence of Granular Soil Constitutive Model

Published:2012-08 Issue:4 Volume:12 Page:357-369
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kaliakin Victor N.¹,Khabbazian Majid²,Meehan Christopher L.³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, 301 DuPont Hall, Univ. of Delaware, Newark, DE 19716.

2. Graduate Student, Dept. of Civil and Environmental Engineering, 301 DuPont Hall, Univ. of Delaware, Newark, DE 19716.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, 301 DuPont Hall, Univ. of Delaware, Newark, DE 19716 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000084

Reference57 articles.

1. Aboshi H. Ichimoto E. Enoki M. and Harada K. (1979). “The compozer-a method to improve characteristics of soft clay by inclusion of large diameter sand columns.” Proc. Int. Conf. on Soil Reinforcement: Reinforced Earth and Other Techniques Paris 1 211–216.

2. Al-Joulani N. and Bauer G. E. (1995). “Laboratory behavior of sleeve-reinforced stone columns.” Geosynthetics ’95 Conf. Proc. Industrial Fabrics Association International Roseville MN 1111–1123.

3. Alexiew D. Brokemper D. and Lothspeich S. (2005). “Geotextile encased columns (GEC): Load capacity geotextile selection and pre-design graphs.” Proc. Geo-Frontiers 2005 Congress ASCE Rezston VA 1–14.

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