Deformation Analysis of Geotextile-Encased Stone Columns
Author:
Affiliation:
1. Research Associate, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author).
2. 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.1943-5622.0000389
Reference22 articles.
1. Alexiew D. Brokemper D. and Lothspeich S. (2005). “Geotextile encased columns (GEC): Load capacity geotextile selection and pre-design graphs.” Proc. Geo-Frontiers Congress 2005: Contemporary Issues in Foundation Engineering J. B. Anderson K. K. Phoon E. Smith and J. E. Loehr eds. ASCE Reston VA 1–14.
2. Reinforced Stone Columns in Weak Deposits: Laboratory Model Study
3. Deformation and consolidation around encased stone columns
4. Laboratory model studies on unreinforced and geogrid-reinforced sand bed over stone column-improved soft clay
5. Improvement of soft soils using geogrid encased stone columns
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