Field Pullout Testing and Performance Evaluation of GFRP Soil Nails

Author:

Zhu Hong-Hu1234,Yin Jian-Hua1234,Yeung Albert T.1234,Jin Wei1234

Affiliation:

1. Associate Professor, School of Earth Sciences and Engineering, Nanjing Univ., Nanjing 210093, China; formerly, Postdoctoral Fellow, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Hong Kong, China.

2. Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Hong Kong, China (corresponding author).

3. Associate Professor, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam Rd., Hong Kong, China.

4. Professor, Dept. of Electrical Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference54 articles.

1. Adimi R. and Benmokrane B. (1997). “Fatigue behaviour of GFRP bars embedded in concrete.” Proc. Annual Conf. Canadian Society of Civil Engineering Montréal 121–130.

2. Creep effect on the behavior of concrete beams reinforced with GFRP bars subjected to different environments

3. American Concrete Institute (ACI) Committee 440. (1996). “State-of-the art report on fiber-reinforced plastic (FRP) reinforcement for concrete structures.” ACI Rep. 440R-96 Detroit.

4. American Concrete Institute (ACI) Committee 440. (2001). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI Rep. 440.1 R-01 Farmington Hills MI.

5. American Concrete Institute (ACI) Committee 440. (2004). “Prestressing concrete structures with FRP tendons.” Farmington Hills MI.

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