Axial Pull-Out Response of a Small-Scale Concrete Pile Subjected to Cyclic Thermal Loading in Sand

Author:

Elzeiny Rehab12134,Suleiman Muhannad T.12134,Qamar Mu’ath Abu12134,Xiao Suguang12134,Al-Khawaja Mohammed12134

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

3. Research Associate, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

4. Associate Professor, Dept. of Mechanical and Industrial Engineering, Qatar Univ., Doha, Qatar.

Publisher

American Society of Civil Engineers

Reference16 articles.

1. Abuel-Naga Raouf Raouf and Nasser (2014). "Energy piles: current state of knowledge and design challenges." Environmental Geotechnics Volume 2 Issue EG4.

2. Energy from earth-coupled structures, foundations, tunnels and sewers

3. ASTM ( 7). "Standard test methods for deep foundations under Static Axial Tensile Load" D6389 West Conshohocken PA 19428-2959 United States.

4. Brandl H. (1998). "Energy piles and diaphragm walls for heat transfer from and into the ground." Proceeding of the 3rd International Symposium on Deep Foundations on Bored and Auger Piles BAP III Ghent Belgium. p. 37-60.

5. Energy foundations and other thermo-active ground structures

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