3D DEM-FDM Coupled Analysis of the Behavior of an Isolated Geogrid-Encased Stone Column under Axial Loading-Reference-Cited by-同舟云学术

3D DEM-FDM Coupled Analysis of the Behavior of an Isolated Geogrid-Encased Stone Column under Axial Loading

Published:2021-06 Issue:6 Volume:147 Page:04021028
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tan Xin¹^ORCID,Hu Zhengbo²,Chen Changfu³,Zhao Minghua³

Affiliation:

1. Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, China; Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Hunan Univ., Changsha 410082, China (corresponding author). ORCID: .

2. Ph.D. Student, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

3. Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, China; Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Hunan Univ., Changsha 410082, China.

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%29GT.1943-5606.0002516

Reference40 articles.

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

2. Geosynthetic Encased Columns for Soft Soil Improvement

3. ASTM. 2015. Standard test method for determining tensile properties of geogrids by the single or multi-rib tensile method. ASTM D6637/D6637M–15. West Conshohocken PA: ASTM.

4. Uniaxial compression behavior of geotextile encased stone columns

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