Numerical Analysis of Arching Behavior of Geosynthetic-Reinforced and DCM Column-Supported Embankment with Geosynthetic Characteristics
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/s40891-023-00474-7.pdf
Reference54 articles.
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2. Lei H, Fang Q, Liu J et al (2021) Ultra-soft ground improvement using air-booster vacuum preloading method: laboratory model test study. Int J Geosynth Ground Eng 7:87. https://doi.org/10.1007/s40891-021-00332-4
3. Indraratna B, Zhong R, Fox P, Rujikiatkamjorn C (2017) Large strain vacuum-assisted consolidation with non-Darcian radial flow incorporating varying permeability and compressibility. J Geotech Geoenviron Eng ASCE 143(1):04016088
4. Nguyen B-P, Kim Y-T (2019) Radial consolidation of PVD-installed normally consolidated soil with discharge capacity reduction using large-strain theory. Geotext Geomembr 47(2):243–254
5. Pandey BK, Rajesh S, Chandra S (2022) Performance of soft clay reinforced with encased stone column: a systematic review. Int J Geosynth Ground Eng 8:40. https://doi.org/10.1007/s40891-022-00387-x
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