Centrifuge investigation on behavior of geosynthetic-encased stone column supported embankment under freeze-thaw cycles
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering
Reference36 articles.
1. Adfreeze strength and creep behavior of pile foundations in warming permafrost;Aldaeef,2017
2. Load transfer of pile foundations in frozen and unfrozen soft clay;Aldaeef;Int. J. Geotech. Eng.,2019
3. Behavior of geotextile-encased granular columns supporting test embankment on soft deposit;Almeida;J. Geotech. Geoenviron. Eng.,2015
4. Failure mechanism of geosynthetic-encased stone columns in soft soils under embankment;Chen;Geotext. Geomembranes,2015
5. Centrifuge modeling of geosynthetic-encased stone column-supported embankment over soft clay;Chen;Geotext. Geomembranes,2021
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1. Behavior of surface loaded clay foundation reinforced by GESCs with lateral geosynthetic cushion under freeze-thaw cycles;Geotextiles and Geomembranes;2024-10
2. Numerical Stability Analysis of Sloped Geosynthetic Encased Stone Column Composite Foundation under Embankment Based on Equivalent Method;Buildings;2024-08-28
3. Behavior of geosynthetic-encased stone column reinforced foundation under freeze-thaw cycles;Geotextiles and Geomembranes;2024-08
4. Experimental and numerical exploration of a new application of coal slag to treat loose sand foundation;Journal of Cleaner Production;2024-01
5. Liquefaction and post-liquefaction behaviors of unreinforced and geogrid reinforced calcareous sand;Geotextiles and Geomembranes;2023-11
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