Effect of Column Material Internal Angle of Friction and the Geotextile Stiffness on the Behavior of Group of Geosynthetic-Encased Stone Column

Author:

Elwakeel Ahmed O.ORCID,Elsherbini Rami M.

Publisher

Springer Science and Business Media LLC

Reference35 articles.

1. Barksdale RD, Bachus RC (1983) Design and Construction of Stone Columns. Vol. 1. Report No. SCEGIT-83–10, Federal Highway Administration, School of Civil Engineering, Georgia Institute of Technology, Atlanta.

2. Das T, Sharma M, Choudhury D (2023) Bearing capacity and liquefaction assessment of shallow foundations resting on vibro-stone column densified soil in vallur oil terminal, India. Indian Geotech J 53:1392–1413

3. Deb K (2005) Numerical modelling of stone-column-supported embankment resting on soft foundation. PhD Thesis, Indian Institute of Technology Bombay.

4. Black JA, Sivakumar V, McKinley JD (2007) Performance of clay model stone columns in laboratory model tests. Can Geotech J 44(2):188–196

5. Ye GL, Zhang Z, Han J, Chen B, Xing HF (2009) Performance of geosynthetic-encased stone columns in soft soil: numerical evaluation. Geotext Geomembr 27(4):292–304

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