Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil

By Yi-Tao Cai, Bin Shi, C. Ng, Chao‐sheng Tang. 2006

471 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Industrial and Manufacturing Engineering, Soil Science

View Paper: https://www.semanticscholar.org/paper/3c7764f0de0b85e506686c3b699cf05b742d4341

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In Civil and Structural Engineering

In Industrial and Manufacturing Engineering

Citations in the corpus

Effect of fibre aspect ratio on mechanical properties of soil building blocks (2015, result): “Failure of the fibre enhanced soil blocks was with multiple finer cracks with a gradual failure resembling a ductile material which agrees well with Cai, Shi [26].”
Swelling Potential of a Stabilized Expansive Soil: A Comparative Experimental Study (2017, background): “In addition to the common chemical and mechanical techniques, a group of researchers (Al-Rawas et al. 2005; Cai et al. 2006; Punthutaecha et al. 2006; Yazdandoust and Yasrobi 2010; Estabragh et al. 2012a, to name a few) have approached soil stabilization problems through combinatorial…”
Response surface methodology for optimization of stabilizer dosage rates of marginal sand stabilized with Sludge Ash and fiber based on UCS performances (2016, background): “…inclusion as a mean of reinforcement material contributes to strain-hardening and ductile failure characteristics of reinforced soils by increase in strength and ductility of stabilized soils (Cai et al., 2006; Hamidi and Hooresfand, 2013; Nasr, 2014; Correia et al., 2015; Pino and Baudet, 2015).”
Effect of polypropylene fibres on the compressive and tensile strength of a soft soil, artificially stabilised with binders (2015, background): “A few authors have studied this theme based on triaxial tests (Consoli et al., 2009; Hamidi and Hooresfand, 2013), direct shear tests (Cai et al., 2006; Tang et al., 2007), flexural tests (Sukontasukkul and Jamsawang, 2012), isotropic compression tests (Santos et al., 2010) and cyclic shear tests…”
Engineering Properties of Silty Soil Stabilized with Lime and Rice Husk Ash and Reinforced with Waste Plastic Fiber (2013, unknown): “This phenomenon was also observed by Cai et al. (2006).”
Mechanical characteristics of soft clay treated with fibre and cement (2012, background): “Investigations by Sahin (2009) and Chaosheng et al. (2006) showed that the most significant effect, which increased with the polypropylene content, was on ductility, with soils of a higher polypropylene content failing at a far greater strain.”