Performance of Field and Numerical Back-Analysis of Floating Stone Columns in Soft Clay Considering the Influence of Dilatancy-Reference-Cited by-同舟云学术

Performance of Field and Numerical Back-Analysis of Floating Stone Columns in Soft Clay Considering the Influence of Dilatancy

Published:2018-10 Issue:10 Volume:18 Page:04018135
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ong D. E. L.¹,Sim Y. S.²,Leung C. F.³

Affiliation:

1. Senior Lecturer, School of Engineering and Built Environment, Griffith Univ., 170 Kessels Rd., Nathan, QLD 4111, Australia (corresponding author).

2. Geotechnical Engineer, Keller (M) Sdn Bhd, B5-10, Block B, Plaza Dwitasik, Bandar Sri Permaisuri, Off Jalan Tasik Permaisuri 1, Kuala Lumpur 56000, Malaysia; formerly, Research Scholar, Research Centre for Sustainable Technologies, Swinburne Univ. of Technology Sarawak Campus, Kuching, Sarawak 93350, Malaysia.

3. Professor, National Univ. of Singapore, 21 Lower Kent Ridge Rd., Singapore 119077, Singapore.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001261

Reference35 articles.

1. Experimental Studies on Bearing Capacity of Geosynthetic Reinforced Stone Columns

2. Ambily A. P. and S. R. Gandhi. 2004. “Experimental and theoretical evaluation of stone column in soft clay.” In Proc. Int. Conf. on Geosynthetics and Geoenvironmental Engineering (ICGGE-2004) 201–206. Bombay India: ICGGE.

3. Nonlinear Power-Type Failure Laws for Geomaterials: Synthesis from Triaxial Data, Properties, and Applications

4. Numerical and experimental direct shear tests for coarse-grained soils

5. Analysis of rigid rafts supported by granular piles

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