Effect of fiber reinforcement on triaxial shear behavior of cement treated sand

By A. Hamidi, Mahdi Hooresfand. 2013

242 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/4d7d15ab080dc2b06d3fce5cf076991270756675

How researchers see this paper

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In Civil and Structural Engineering

1. Foad Changizi
2. Halil Ibrahim Fedakar
3. Hamza Güllü
4. A. Haddad

Citations in the corpus

• 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).”
• Strength properties of soft clay treated with mixture of nano-SiO2 and recycled polyester fiber (2015, background): “The work of Hamidi and Hooresfand (2013) indicated that the addition of polypropylene fiber leads to increases in shear strength parameters and failure stress of cemented soils.”