Fiber-Reinforced Fly Ash Subbases in Rural Roads

Author:

Kumar Praveen12,Singh Shalendra Pratap12

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Roorkee-247 667, India. E-mail: pkaerfce@iitr.ernet.in

2. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Roorkee-247 667, India. E-mail: singhsp_rs@rediffmail.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference16 articles.

1. ASTM. (1999). “Standard test method for CBR (California bearing ratio) of laboratory-compacted soils.” ASTM D 1883 West Conshohocken Pa.

2. ASTM. (2003). “Standard test method for unconsolidated-undrained triaxial compression test for cohesive soils.” ASTM D 2850 West Conshohocken Pa.

3. Repeated load testing of a granular material;Brown S. F.;J. Geotech. Engrg. Div.,1974

4. Soil Randomly Reinforced with Fibers

5. Hoover J. M. Moeller D. T. Pitt J. M. Smith S. G. and Wainaina N. W. (1982). “Performance of randomly oriented fiber reinforced roadways soils.” Iowa DOT Project No.HR-211 Dept. of Transportation Engineering Div. Iowa State Univ. 15–35.

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