Effect of fiber reinforcement and distribution on unconfined compressive strength of fiber-reinforced cemented sand

By Sungsik Park. 2009

184 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/84f9785d2e112d24e429a1e3e84f0a7f6eae36d5

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Citations in the corpus

Interfacial shear strength of fiber reinforced soil (2010, background): “Therefore, they have attracted the attention of scientists worldwide, and a number of triaxial tests, unconfined compression tests, CBR tests, direct shear tests on this subject have been conducted (e.g. Ranjan et al., 1996; Kaniraj and Havanagi, 2001; Santoni et al., 2001; Prabakar andSridhar, 2002”
Swelling Potential of a Stabilized Expansive Soil: A Comparative Experimental Study (2017, background): “…majority of previous research regarding the fiberreinforcement technique has emphasized on the strength of coarse-grained soils (Yetimoglu and Salbas 2003; Yetimoglu et al. 2005; Consoli et al. 2009; Park 2009; Ahmed 2012; Consoli et al. 2013; Estabragh et al. 2016, to name a few).”
Strength properties of soft clay treated with mixture of nano-SiO2 and recycled polyester fiber (2015, background): “Park (2009) studied the influence of polyvinyl alcohol (PVA) fiber on compressive strength of cemented sand, and reported that the 1% fiber makes the axial strain of cemented sand two times larger than that of normal sand. c.ir (F. Changizi). ock and Soil Mechanics, Chi- ics, Chinese Academy of…”
Effect of polypropylene fibres on the compressive and tensile strength of a soft soil, artificially stabilised with binders (2015, unknown): “…and Havanagi, 2001; Cai et al., 2006; Khattak and Alrashidi, 2006; Tang et al., 2007; Consoli et al., 2010, 2011a, 2012, 2013a, 2013b, 2013c; Park, 2009, 2011; Estabragh et al., 2012; Olgun, 2013) and split tensile strength tests (KhattakandAlrashidi, 2006;Consoli et al., 2011b, 2012,…”
Response surface methodology for optimization of stabilizer dosage rates of marginal sand stabilized with Sludge Ash and fiber based on UCS performances (2016, background): “…stabilizers particularly including fiber reinforcement for improvement of soil characteristics of strength, durability, material behavior of stress-strain property, etc (Kaniraj and Havanagi, 2001; Cai et al., 2006; Tang et al., 2007; Park, 2009, 2011; Estabragh et al., 2012; Correia et al., 2015).”
A simple review of soil reinforcement by using natural and synthetic fibers (2012, methodology): “found that the addition of 1% polyvinyl alcohol (PVA) fiber to 4% cemented sand resulted in a two times increase in both the UCS and the axial strain at peak strength when compared to non-fiber-reinforced specimen [138,139].”
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).”