Evaluating Effects of Cyclic Axial Loading on Soil-Pile Interface Properties Utilizing a Recently Developed Cyclic Interface Shear Test Device
Author:
Affiliation:
1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA.
2. Associate Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784483404.033
Reference12 articles.
1. Enhanced Load-Transfer Analysis for Friction Piles Using a Modified Borehole Shear Test;AbdelSalam S. S.;Geotechnical Testing Journal,2012
2. Design of Foundations for Offshore Wind Turbines
3. Interface Load Transfer Degradation During Cyclic Loading: A Microscale Investigation
4. Elzeiny R. Suleiman M. T. Abu Qamar M. A. A. Xiao S. and Al-Khawaja M. (2018). Axial pull-out response of a small-scale concrete pile subjected to cyclic thermal loading in sand. In IFCEE 2018 (pp. 706-714).
5. Cyclic Simple-Shear Behavior of Sand-Steel Interfaces under Constant Normal Stiffness Condition
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