Soil-Concrete Interface Properties Subjected to Temperature Changes and Cycles Using Direct Shear Tests-Reference-Cited by-同舟云学术

Soil-Concrete Interface Properties Subjected to Temperature Changes and Cycles Using Direct Shear Tests

Published:2017-03-30 Issue: Volume: Page:
ISSN:
Container-title:Geotechnical Frontiers 2017
language:
Short-container-title:

Author:

Xiao Suguang¹²³⁴⁵,Suleiman Muhannad T.¹²³⁴⁵,Elzeiny Rehab¹²³⁴⁵,Xie Huan¹²³⁴⁵,Al-Khawaja Mohammed¹²³⁴⁵

Affiliation:

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

4. Undergraduate Student, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

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

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480472.018

Reference27 articles.

1. Abdelaziz S. L. Olgun C. G. and Martin II J. R. (2011). "Design and Operational Considerations of Geothermal Energy Piles." Proceedings of GeoFrontiers 2011 Dallas Texas CD-ROM.

2. Akrouch G. Sanchez M. and Briaud J. L. (2013). "Energy Piles for Heating and Cooling Purposes." Proceedings of the 5th International Young Geotechnical Engineers' Conference edited by Cui Y.-J. Emeriault F. Cuira F. Ghabezloo S. Pereira J.-M. Reboul M. Ravel H. Tang A.M. Millpress pp.161-164.

3. Yielding of Silt at High Temperature and Suction Magnitudes

4. ASTM D3080/D3080M-11 Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions ASTM International West Conshohocken PA 2011 http://dx.doi.org/10.1520/D3080_D3080M-11.

5. Energy foundations and other thermo-active ground structures

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