Swelling behaviour of a geofiber-reinforced expansive soil

By B. Viswanadham, B. Phanikumar, Rahul Mukherjee. 2009

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Laboratory evaluation on the effectiveness of polypropylene fibers on the strength of fiber-reinforced and cement-stabilized Shanghai soft clay (2015, background): “Utilizing tensile elements, such as fibers and fiber bundles to improve the tensile strength and the flexural strength, has the advantage of improving the strength and durability of improved soil and will furthermore be effective because of its strength isotropy, absence of potential failure plane, ”
Response surface methodology for optimization of stabilizer dosage rates of marginal sand stabilized with Sludge Ash and fiber based on UCS performances (2016, background): “…of strength, ductility, shrinkage and material degradation chemically and biologically (Khattak and Alrashidi, 2006; Tang et al., 2007; Musenda, 1999; Puppala and Musenda, 2000; Santoni et al., 2001; Yetimo lu and Salba , 2003; Yetimo lu et al., 2005; Vasudev, 2007; Viswanadham et al., 2009).”
Swelling Potential of a Stabilized Expansive Soil: A Comparative Experimental Study (2017, background): “…tire waste) in controlling the effect of swelling (e.g. Puppala and Musenda 2000; Cai et al. 2006; Punthutaecha et al. 2006; Al-Akhras et al. 2008; Viswanadham et al. 2009; Trouzine et al. 2012; Mirzababaei et al. 2013; Estabragh et al. 2014a; Malekzadeh and Bilsel 2014; Srivastava et al. 2014;…”