Effect of angle of internal friction of sandy soil on the load-bearing capacity of a strip footing resting on geogrid-reinforced soil

Authors/Creators

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

Document Type

Conference Proceeding

Date of Publication

2017

School

School of Engineering

Copyright

metadata only record

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. and Shukla, S.K. (2017). Effect of angle of internal friction of sandy soil on the load-bearing capacity of a strip footing resting on geogrid-reinforced soil. Proceedings of the International Conference on Sustainable Civil Engineering Practices, 2-3 March 2017, Chandigarh, India, pp. 96 – 106.

Recommended Citation

Aria, S., & Shukla, S. (2017). Effect of angle of internal friction of sandy soil on the load-bearing capacity of a strip footing resting on geogrid-reinforced soil. Retrieved from https://ro.ecu.edu.au/ecuworkspost2013/5921