Three-Dimensional Numerical Analysis of Embankment Overlying Geotextile-Encased Columns with Granular Platform
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40996-024-01390-0.pdf
Reference40 articles.
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3. Ali K, Shahu JT, Sharma KG (2014) Model tests on single and groups of stone columns with different geosynthetic reinforcement arrangement. Geosynth Int 21(2):103–118
4. Alkhorshid NR, Araujo GLS, Palmeira EM (2021) Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation. Rock Mech Geotech Eng. https://doi.org/10.1016/j.jrmge.2021.03.004
5. Almeida MSS, Hosseinpour I, Riccio M, Alexiew D (2015) Behaviour of geotextile-encased granular columns supporting test embankment on soft deposit. Geotech Geoenviron Eng 141(3):04014116
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