Flexural Behavior of Concrete Beams Reinforced with Different Types of Geogrids-Reference-Cited by-同舟云学术

Flexural Behavior of Concrete Beams Reinforced with Different Types of Geogrids

Published:2014-08 Issue:8 Volume:26 Page:04014038
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

El Meski F.¹,Chehab G. R.²

Affiliation:

1. Lecturer, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Beirut 1107 2020, Lebanon (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, Beirut 1107 2020, Lebanon.

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%29MT.1943-5533.0000920

Reference7 articles.

1. ASTM. (2010). “Standard test method for flexural strength of concrete (using simple beam with third-point loading).” C78/C78M-10 West Conshohocken PA.

2. Effects of geosynthetic reinforcement on the propagation of reflection cracking in asphalt overlays;Khodaii A.;Int. J. Civ. Eng.,2009

3. Maxwell S. Kim W. Edil T. B. and Benson C. H. (2005). “Effectiveness of geosynthetics in stabilizing soft subgrades.” Final Rep. No. 0092-45-15 Dept. of Civil and Environmental Engineering Univ. of Wisconsin-Madison Madison WI.

4. Tang X. Chehab G. R. and Kim S. (2008a). “Laboratory study of geogrid reinforcement in Portland cement concrete.” 6th RILEM Conf. on Cracking in Pavements Pavement Cracking Mechanisms Modeling Detection Testing and Case Histories RILEM Taylor and Francis Group London 769–778.

5. Tang X. Palomino A. and Chehab G. R. (2008b). “Laboratory evaluation of geogrids for flexible pavement reinforcement.” 1st Pan American Geosynthetics Conf. and Exhibition GeoAmericas 2008 Conf. Proc. Industrial Fabrics Association International Roseville MN.

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