Shear strength of fibre reinforced cemented Toyoura sand
Author:
Affiliation:
1. Earthquake Engineering Center, Department of Civil Engineering, University of Engineering and Technology Peshawar, Peshawar, Pakistan
2. Department of Civil and Environmental Engineering, Western University, London, ON, N6A 3K7, Canada
Abstract
Publisher
American Institute of Mathematical Sciences (AIMS)
Reference56 articles.
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3. Michalowski RL (1997) Limit stress for granular composites reinforced with continuous filaments. J Eng Mech 123: 852-859. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:8(852)
4. Ghiassian H, Ghazi F (2009) Liquefaction analysis of fine sand reinforced with carpet waste fibres under triaxial tests. In: 2th Int conf new develop in soil mech and geotech eng, Nicosia North Cyprus, 28-30. Available from: https://zm2009.neu.edu.tr/wp-content/uploads/sites/33/2020/01/13/Liquefaction-analysis-of-fine-sand-reinforced-with-carpet-waste.pdf.
5. Rao KMM, Rao KM, Prasad AVR (2010) Fabrication and testing of natural fibre composites: Vakka, sisal, bamboo and banana. Mater Des 31: 508-513. https://doi.org/10.1016/j.matdes.2009.06.023
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