Estimation of bearing capacity of geosynthetic-reinforced foundation soil based on increased angle of internal friction concept

Authors/Creators

Shadi Aria, Edith Cowan UniversityFollow
Sanjay Shukla, Edith Cowan UniversityFollow
Alireza Mohyeddin, Edith Cowan UniversityFollow

Document Type

Conference Proceeding

Date of Publication

2018

School

School of Engineering

RAS ID

45082

Related Publications

Aria, S. (2018). Load-settlement and stress-strain behaviour of geotextile-reinforced sandy soil. Retrieved from https://ro.ecu.edu.au/theses/2167

Comments

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.

Copyright

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