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

Author:

Kaniraj Shenbaga R.12,Havanagi Vasant G.12

Affiliation:

1. Dept. of Civ. Engrg., Indian Inst. of Technol., New Delhi-110 016, India.

2. Sci., Central Road Res. Inst., New Delhi-110 020, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference33 articles.

1. Akagi T. Ishida T. and Okawara S. ( 1992). “An improvement in continuous yarn reinforced sand.” Proc. Int. Symp. on Earth Reinforcement Practice Vol. 1 Balkema Rotterdam The Netherlands 3–8.

2. ASTM. ( 1993). “Specification for fly ash and raw or calcined natural pozzolana for use as a mineral admixture in portland cement concrete.” C 618 West Conshohocken Pa.

3. Bauer G. E. and Fatani M. N. ( 1991). “Strength characteristics of sand reinforced with rigid and flexible elements.” Proc. 9th Asian Regional Conf. on Soil Mech. and Found. Engrg. Vol. 1 471–474.

4. “Effect of deforestation of slopes.”;Brown C. B.;J. Geotech. Engrg. Div.,1975

5. Bueno B. S. Lima D. C. Teixeira S. H. and Riebeiro N. J. ( 1996). “Soil fibre reinforcement: Basic understanding.” Proc. 3rd Int. Symp. on Envir. Geotechnology Vol. 1 878–884.

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