Behavior of Two-Tiered Mechanically Stabilized Earth Retaining Wall with Bamboo Reinforcement Under Isolated Footing Load
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-4229-9_11
Reference17 articles.
1. Srivastava A, Chauhan VB (2020) Numerical studies on two-tiered MSE walls under seismic loading. SN Appl Sci 2(10):1625
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3. Zheng Y, Fox PJ (2016) Numerical investigation of geosynthetic-reinforced soil bridge abutments under static loading. J Geotech Geoenviron Eng 142(5):04016004
4. Abu-Hejleh N, Zornberg JG, Wang T, Watcharamonthein J (2002) Monitored displacements of unique geosynthetic-reinforced soil bridge abutments. Geosynth Int 9(1):71–95
5. Xiao C, Han J, Zhang Z (2015) Experimental study on performance of geosynthetic-reinforced soil model walls on rigid foundations subjected to static footing loading. Geotext Geomembr 44(1):81–94
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