Use of Fibers and Welded-Wire Reinforcement in Construction of Slabs on Ground

Author:

Bischoff Peter H.1,Valsangkar A. J.2,Irving J.3

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of New Brunswick, P.O. Box 4400, Fredericton NB, Canada E3B 5A3.

2. Professor, Dept. of Civil Engineering, Univ. of New Brunswick, P.O. Box 4400, Fredericton NB, Canada E3B 5A3.

3. Structural Engineer, Eastern Designers, P.O. Box 613, 564 Prospect St., Fredericton NB, Canada E3B 5A6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. American Concrete Institute (ACI). (1998). “Design of slabs on grade.” 360R-92 (97) Detroit.

2. ASTM. (1995). “Standard test method for flexure toughness and first crack strength of fiber reinforced concrete (using beam with third-point loading).” C 1018 V.4.02 West Conshohocken Pa. 509–516.

3. Beckett D. and Humphreys J. (1989). “Comparative tests on plain fabric reinforced and steel fibre reinforced concrete ground slabs.” Rep. No. TP/B/1 School of Civil Engineering The Thames Polytechnic Dartford U.K.

4. Bischoff P. H. and Valsangkar A. J. (1999). “Assessment of slab-on-grade design and comparison with model slab behaviour.” Industrial Floors ’99 Proc. 4th Int. Colloquium P. Seidler ed. Technische Akademie Esslingen Germany 153–158.

5. Bischoff P. H. Valsangkar A. J. and Irving J. (1996). “Experimental study of concrete floor slabs on grade.” Proc. Canadian Society for Civil Engineering Annual Conf. Vol. IIa Montreal 273–282.

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