Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil

By Chao‐sheng Tang, Bin Shi, Wei Gao, Feng-ying Chen, Yi-Tao Cai. 2007

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Engineering Properties of Silty Soil Stabilized with Lime and Rice Husk Ash and Reinforced with Waste Plastic Fiber (2013, positive): “Other researchers (Consoli et al. 1998; Kaniraj and Havanagi 2001; Tang et al. 2007) have successfully used fiber reinforcement in a cement-stabilized soil.”
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 soil in the viewpoint 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;…”
Laboratory evaluation on the effectiveness of polypropylene fibers on the strength of fiber-reinforced and cement-stabilized Shanghai soft clay (2015, background): “…have proved the effectiveness of polymer fiber reinforcement in treating cemented soft soil and provided experimental evidence on the improvement in its mechanical behavior (Li et al., 1995; Kaniraj and Gayathri, 2003; Tang et al., 2007; Park, 2009; Noorzad and Mirmoradi, 2010; Tang and Gu, 2011).”