Tensile Strength and Toughness of Soil–Cement–Fly-Ash Composite Reinforced with Recycled High-Density Polyethylene Strips
Author:
Affiliation:
1. Assistant Professor, Civil and Geological Engineering Dept., New Mexico State Univ., Las Cruces, NM 88003.
2. Graduate Student, Civil and Geological Engineering Dept., New Mexico State Univ., Las Cruces, NM 88003.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282002%2914%3A2%28177%29
Reference14 articles.
1. Balaguru P. N. and Shah S. P. (1992). Fiber reinforced cement composites McGraw-Hill New York.
2. Reinforcing Sand with Strips of Reclaimed High‐Density Polyethylene
3. Craig R. Schuring J. Costello W. and Soong L. (1987). “Fiber reinforced soil-cement.” S. P. Shah and G. B. Batson eds. SP105-7 American Concrete Institute Detroit 119–139.
4. Crockford W. W. Grogan W. P. and Chill D. S. (1993a). “Strength and life of stabilized layers containing fibrillated polypropylene.” Transportation Research Record 1418 Transportation Research Board Washington D.C. 60–66.
5. Crockford W. W. Zollinger D. G. and Szecsy R. S. (1993b). “Fracture tests on soil cement with fibers.” Final Rep. Prepared for Synthetic Industries Texas Transportation Institute Texas A&M Univ. College Station Tex.
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