Behavior of Cement-Stabilized Fiber-Reinforced Fly Ash-Soil Mixtures

By S. R. Kaniraj, V. G. Havanagi. 2001

330 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/fbe3391696645f319fb5ec5cf9683f342cad96ec

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Chao‐sheng Tang
2. Bin Shi
3. Jian Li
4. E. Kalkan
5. X. Pei
6. De-Yin Wang
7. A. Arulrajah
8. S. Akbulut

In Safety, Risk, Reliability and Quality

1. A. Arulrajah
2. S. Akbulut
3. E. Hartono
4. Chao‐sheng Tang
5. Agus S. Muntohar
6. S. Arasan
7. E. Kalkan
8. W. Diana

Citations in the corpus

• 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.”
• Stabilizing Soft Fine-Grained Soils with Fly Ash (2006, background): “The stabilized material typically is strong and stiff Kaniraj and Havanagi 1999, 2001; Edil et al. 2002; Pandian and Krishna 2003; Bin-Shafique et al. 2004; Trzebiatowski et al. 2004.”
• Effect of polypropylene fibres on the compressive and tensile strength of a soft soil, artificially stabilised with binders (2015, result): “5d) tests indicate that the inclusion of an FQ of 25 kg/m3 is sufficient to change the behaviour of the compositematerial, from a brittle (without fibres) to a ductile behaviour, which is consistent with the findings of Kaniraj and Havanaji (2001) and Olgun (2013).”
• A simple review of soil reinforcement by using natural and synthetic fibers (2012, background): “5% and 1% polyester fibers 20 mm in length was conducted in India by Kaniraj and Havanagi, which indicated the combined effect of fly ash and fiber on soil [110,111].”
• Effect of discrete fibre reinforcement on soil tensile strength (2014, background): “A number of triaxial tests, unconfined compression tests, CBR tests, and direct shear tests have been conducted in recent years for this purpose (Ranjan et al., 1996; Kaniraj and Havanagi, 2001; Yetimoglu et al., 2005; Consoli et al., 2007; Ibraim et al., 2012; Plé and Lê, 2012).”
• Modification of clayey soils using scrap tire rubber and synthetic fibers (2007, background): “…Gray and Maher, 1989; Maher and Gray, 1990; Charan, 1995; Ranjan et al., 1996; Nataraj and McManis, 1997; Atom and Al-Sharif, 1998; Abu-Zreig et al., 2001; Makiuchi and Minegishi, 2001; Kaniraj and Havanagi, 2001; Santoni et al., 2001; Park and Tan, 2005; Terzano et al., 2005; Cetin et al., 2006).”
• Durability and mechanistic characteristics of fiber reinforced soil–cement mixtures (2006, background): “Kaniraj and Havanagi ( 2001 ) conducted an experimental program to study the individual and combined effects of randomly oriented fiber inclusions and cement stabilization on the geotechnical characteristics of fly ash–soil mixtures.”
• 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): “Use of the fiber as a non-traditional stabilizer has been shown to become relatively beneficial for soil stabilization in many past works (Kaniraj and Havanagi, 2001; Cai et al., 2006; Khattak and Alrashidi, 2006; Tang et al., 2007; Consoli et al., 2010, 2011, 2012, 2013a, 2013b, 2013c; Park, 2009,…”
• 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”