Experimental Investigation for Failure Mechanism and Bearing Capacity of Strip Footing on Soil Reinforced with Geotextile Following the Shukla's Wraparound Reinforcement Technique
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/s40891-023-00514-2.pdf
Reference51 articles.
1. Guo X, Zhang H, Liu L (2020) Planar geosynthetic-reinforced soil foundations: a review. SN Appl Sci 2:2074. https://doi.org/10.1007/s42452-020-03930-5
2. Tafreshi SNM, Dawson AR (2010) Comparison of bearing capacity of a strip footing on sand with geocell and with planar forms of geotextile reinforcement. Geotext Geomembr 28(2):72–84. https://doi.org/10.1016/j.geotexmem.2009.09.003
3. Abu-Farsakh M, Chen QM, Sharma R (2013) An experimental evaluation of the behavior of footings on geosynthetic-reinforced sand. Soils Found 53(2):335–348. https://doi.org/10.1016/j.sandf.2013.01.001
4. Hasan M, Samadhiya N (2017) Performance of geosynthetic reinforced granular piles in soft clays: Model tests and numerical analysis. Comput Geotech 87:178–187. https://doi.org/10.1016/j.compgeo.2017.02.016
5. Wang JQ, Zhang LL, Xue JF, Tang Y (2018) Load-settlement response of shallow square footings on geogrid-reinforced sand under cyclic loading. Geotext Geomembr 46(5):586–596. https://doi.org/10.1016/j.geotexmem.2018.04.009
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