Effect of Fiber Reinforcement on the Direct Tensile Strength of Fiber-Reinforced Black Cotton Soil
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-19-4739-1_2
Reference15 articles.
1. Chaduvula U, Viswanadham BVS, Kodikara J (2016a) A study on desiccation cracking behavior of polyester fiber-reinforced expansive clay. Appl Clay Sci 142(1):1–10. https://doi.org/10.1016/j.clay.2017.02.008
2. Chaduvula U, Viswanadham BVS, Kodikara J (2016b) Desiccation cracking behaviour of geofiber-reinforced expansive clay. In: Geo-Chicago 2016. Geotechnical Special Publication, vol 271, pp 368–377
3. Chaduvula U (2019) Experimental studies on the cracking behaviour of geofiber reinforced expansive soils. IITB Monash Research Academy
4. Consoli NC, de Moraes RR, Festugato L (2011) Split tensile strength of monofilament polypropylene fiber-reinforced cemented sandy soils. Geosynth Int 18(2):57–62
5. Divya PV, Viswanadham BVS, Gourc JP (2014) Evaluation of tensile strength-strain characteristics of fiber-reinforced soil through laboratory tests. J Mater Civ Eng ASCE 26(1):14–23. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000772
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