Behavior of Stone Columns Based on Experimental and FEM Analysis-Reference-Cited by-同舟云学术

Behavior of Stone Columns Based on Experimental and FEM Analysis

Published:2007-04 Issue:4 Volume:133 Page:405-415
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ambily A. P.¹²,Gandhi Shailesh R.¹²

Affiliation:

1. Formerly, Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai, India.

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai, India.

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%3A4%28405%29

Reference24 articles.

1. Abhijit S. and Das S. C. (2000). “Interaction analysis of stone column groups in foundations.” Proc. Indian Geotech. Conf. Bombay India 279–284.

2. Aboshi H. Ichimoto E. Harada K. and Emoki M. (1979). “The composer—A method to improve the characteristics of soft clays by inclusion of large diameter sand columns.” Proc. Int. Conf. on Soil Reinforcement. E.N.P.C. 1 Paris 211–216.

3. Deformation analysis of soft ground reinforced by columnar inclusions

4. Balaam N. P. Poulos H. G. and Brown P. T. (1978). “Settlement analysis of soft clays reinforced with granular piles.” Proc. 5th Asian Conf. on Soil Engineering Bangkok Thailand 81–92.

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