Three-Dimensional Nonlinear Numerical Analysis of Consolidation of Soft Ground Improved by Sand Columns under a Freeway Embankment in Shallow Sea: Case Study-Reference-Cited by-同舟云学术

Three-Dimensional Nonlinear Numerical Analysis of Consolidation of Soft Ground Improved by Sand Columns under a Freeway Embankment in Shallow Sea: Case Study

Published:2017-08 Issue:8 Volume:17 Page:05017001
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Dai Zi-Hang¹,Chen Bao-Lin²,Qin Zhi-Zhong³

Affiliation:

1. Professor, School of Civil Engineering, Fuzhou Univ., Fuzhou 350108, China; Visiting Senior Fellow, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, New South Wales 2522, Australia (corresponding author).

2. Master’s Student, School of Civil Engineering, Fuzhou Univ., Fuzhou 350108, China.

3. Engineer, Geotechnical Development Center, Fuzhou Architectural Design Institute, Fuzhou 350001, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000906

Reference29 articles.

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3. Effect of the Smear and Transition Zones around Prefabricated Vertical Drains Installed in a Triangular Pattern on the Rate of Soil Consolidation

4. General Theory of Three‐Dimensional Consolidation

5. Three-dimensional analysis of embankments on soft soils incorporating vertical drains by finite element method

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