Analytical Solution for the Consolidation of a Composite Foundation Reinforced by an Impervious Column with an Arbitrary Stress Increment-Reference-Cited by-同舟云学术

Analytical Solution for the Consolidation of a Composite Foundation Reinforced by an Impervious Column with an Arbitrary Stress Increment

Published:2013-02 Issue:1 Volume:13 Page:33-40
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lu M. M.¹,Xie K. H.²,Wang S. Y.³,Li C. X.⁴

Affiliation:

1. Associate Professor, State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221008, China (corresponding author).

2. Professor, Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Institute of Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, China.

3. Early Career Researcher, Australian Research Council, Center for Geotechnical and Materials Modelling, Univ. of Newcastle, Callaghan, NSW 2238, Australia.

4. Lecturer, Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang, Jiangsu 212013, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000176

Reference14 articles.

1. Consolidation around stone columns. Influence of column deformation

2. A Theoretical Solution for Consolidation Rates of Stone Column‐Reinforced Foundations Accounting for Smear and Well Resistance Effects

3. Analytical and Numerical Modeling of Consolidation by Vertical Drain beneath a Circular Embankment

4. Equal Strain Consolidation by Vertical Drains

5. Consolidation theory for a composite foundation considering radial and vertical flows within the column and the variation of soil permeability within the disturbed soil zone

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