Shear Strength Behavior of Soft Clay Reinforced with Ordinary and Geotextile-Encased Granular Columns
Author:
Publisher
Springer Science and Business Media LLC
Subject
Polymers and Plastics,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40891-023-00492-5.pdf
Reference46 articles.
1. Almeida MSS, Hosseinpour I, Riccio M (2013) Performance of a geosynthetic-encased column (GEC) in soft ground: numerical and analytical studies. Geosynth Int 20(4):252–262
2. Almeida MSS, Marques M, Riccio M, Fagundes D, Lima B, Polido U, Ciroe A, Hosseinpour I (2023) Ground improvement techniques applied to very soft clays: state of knowledge and recent advances. Soils Rocks 46(1):e2023008222
3. Jamshidi Chenari R, Karimpour Fard M, Jamshidi Chenari M, Shamsi Sosahab J (2019) Physical and numerical modeling of stone column behavior in loose sand. Int J Civ Eng 17(2):231–244
4. Lima BT, Almeida MSS, Hosseinpour I (2019) Field measured and simulated performance of a stone columns-strengthened soft clay deposit. Int J Geotech Eng. https://doi.org/10.1080/19386362.2019.1653506
5. Ghorbani A, Hosseinpour I, Shormage M (2021) Deformation and stability analysis of embankment over stone column-strengthened soft ground. KSCE J Civ Eng 25(2):404–416
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