Three-Dimensional DEM Analysis of Axially Loaded Geogrid-Encased Stone Column in Clay Bed-Reference-Cited by-同舟云学术

Three-Dimensional DEM Analysis of Axially Loaded Geogrid-Encased Stone Column in Clay Bed

Published:2020-03 Issue:3 Volume:20 Page:04019180
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Gu Meixiang¹^ORCID,Han Jie²^ORCID,Zhao Minghua³

Affiliation:

1. Lecturer, School of Civil Engineering, Guangzhou Univ., Guangzhou 510006, China; formerly, Visiting Scholar, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 2150 Learned Hall, 1530 W. 15th St., Lawrence, KS 66045. ORCID: .

2. Glenn L. Parker Professor of Geotechnical Engineering, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 2150 Learned Hall, 1530 W. 15th St., Lawrence, KS 66045 (corresponding author). ORCID: .

3. Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001595

Reference35 articles.

1. Alexiew D. M. Raithel V. Küster and O. Detert. 2012. “15 years of experience with geotextile encased granular columns as foundation system.” In Proc. Int. Symp. on Ground Improvement 2012. Red Hook NY: Curran Associates.

2. Model tests on geosynthetic-reinforced stone columns: a comparative study

3. Behavior of Geotextile-Encased Granular Columns Supporting Test Embankment on Soft Deposit

4. Shaking table tests on geosynthetic encased columns in soft clay

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