Experimental and Numerical Investigation of Column-Supported Soft Clays Reinforced with Basal Geocell
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40515-023-00293-3.pdf
Reference42 articles.
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2. Akbulut, S., Arasan, S., Kalkan, E.: Modification of clayey soils using scrap tire rubber and synthetic fibers. Appl. Clay Sci. 38(1-2), 23–32 (2007). https://doi.org/10.1016/j.clay.2007.02.001
3. Almeida, M.S., Hosseinpour, I., Riccio, M., Alexiew, D.: Behavior of geotextile-encased granular columns supporting test embankment on soft deposit. J. Geotech. Geoenviron. Eng. 141(3), 04014116 (2015). https://doi.org/10.1061/(ASCE)GT.1943-5606.0001256
4. Basack, S., Siahaan, F., Indraratna, B., Rujikiatkamjorn, C.: Stone column–stabilized soft-soil performance influenced by clogging and lateral deformation: Laboratory and numerical evaluation. Int. J. Geomech. 18(6), 04018058 (2018). https://doi.org/10.1061/(ASCE)GM.1943-5622.0001148
5. Castro, J., Sagaseta, C.: Pore pressure during stone column installation. Proc. Inst. Civ. Eng.: Ground Improv. 165(2), 97–109 (2012). https://doi.org/10.1680/grim.9.00015
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