Interface Characteristics and Laboratory Constructability Tests of Novel Fiber-Reinforced Polymer/Concrete Piles-Reference-Cited by-同舟云学术

Interface Characteristics and Laboratory Constructability Tests of Novel Fiber-Reinforced Polymer/Concrete Piles

Published:2005-06 Issue:3 Volume:9 Page:274-283
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Sakr M.¹²³,El Naggar M. H.¹²³,Nehdi M.¹²³

Affiliation:

1. Project Engineer, Thurber Engineering Ltd., Edmonton AB, Canada T6E 6A5; formerly, PhD Candidate, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London ON, Canada N6A 5B9.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London, Ontario, Canada N6A 5B9 (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London, Ontario, Canada N6A 5B9.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282005%299%3A3%28274%29

Reference21 articles.

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2. American Society for Testing and Materials (ASTM). (2002). “Standard test method for determining the coefficient of soil and geosynthetic or geosynthetic and geosynthetic friction by direct shear method.” D 5321-97 West Conshohocken Pa.

3. Benamar A. (2000). “A new technique to drive piles: ‘Drive-the-hole piling.” Proc. 6th International Conf. on the Application of Stress Wave Theory to Piles Sussumu Niyama and Jorge Beim eds. Sao Paulo Brazil 117–120.

4. The strength and dilatancy of sands

5. Centrifuge cone penetration tests in sand

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