ECU Publications Post 2013
Estimation of bearing capacity of geosynthetic-reinforced foundation soil based on increased angle of internal friction concept
Shadi Aria, Edith Cowan UniversityFollow
Sanjay Shukla, Edith Cowan UniversityFollow
Alireza Mohyeddin, Edith Cowan UniversityFollow
School of Engineering
Originally published as: Aria, S., Shukla, S. K., & Mohyeddin, A. (2018). Estimation of bearing capacity of geosynthetic-reinforced foundation soil based on increased angle of internal friction concept. Proceedings of the 11th International Conference on Geosynthetics, Seous, South Korea, 16-22 September 2018, PP-1-02. p. 1-8.
Aria, S. (2018). Load-settlement and stress-strain behaviour of geotextile-reinforced sandy soil. Retrieved from https://ro.ecu.edu.au/theses/2167
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