Experimental Analysis of Embankment on Ordinary and Encased Stone Columns-Reference-Cited by-同舟云学术

Experimental Analysis of Embankment on Ordinary and Encased Stone Columns

Published:2016-08 Issue:4 Volume:16 Page:04015102
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fattah Mohammed Y.¹,Zabar Bushra S.²,Hassan Hanan A.³

Affiliation:

1. Professor, Building and Construction Engineering Dept., Univ. of Technology, 10066 Baghdad, Iraq (corresponding author).

2. Assistant Professor, Civil Engineering Dept., Univ. of Baghdad, 10071 Baghdad, Iraq.

3. Lecturer, Highway and Transportation Engineering Dept., Univ. of Al-Mustansiriya, 10052 Baghdad, Iraq.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000579

Reference40 articles.

1. Two-dimensional deep-seated slope stability analysis of embankments over stone column-improved soft clay

2. Al-Shaikhly A.A. (2000). “Effect of stone grain size on the behavior of stone column.” M.Sc. thesis Building and Construction Engineering Dept. Univ. of Technology Baghdad Iraq.

3. Al-Waily M. J. (2008). “Stress concentration ratio of model stone columns improved by additives.” Ph.D. thesis Building and Construction Engineering Dept. Univ. of Technology Baghdad Iraq.

4. ASTM. (2003a). “Standard test method for direct shear test of soils under consolidated drained conditions.” D3080 West Conshohocken PA.

5. ASTM. (2003b). “Standard test method for liquid limit plastic limit and plasticity index of soils.” D4318 West Conshohocken PA.

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