Pull-Out Capacity and Creep Behavior of Helical Piles in Frozen Ground
Author:
Affiliation:
1. Research Engineer, Geoengineering Research Group, Carleton Univ., Ottawa, ON, Canada K1S 5B6 (corresponding author). ORCID: .
2. Associate Professor, Geoengineering Research Group, Carleton Univ., Ottawa, ON, Canada K1S 5B6. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002405
Reference22 articles.
1. Aldaeef A. A. and M. T. Rayhani. 2015. “Load transfer of pile foundations in warming frozen ground.” In Proc. 68th Canadian Geotechnical Conf. and 7th Canadian Permafrost Conf. Quebec: Canadian Geotechnical Society.
2. Aldaeef A. A. and M. T. Rayhani. 2017. “Adfreeze strength and creep behavior of pile foundations in warming permafrost.” In Proc. Int. Congress and Exhibition ‘Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology’ 254–264. Cham Switzerland: Springer. https://doi.org/10.1007/978-3-319-61642-1_20.
3. Interface shear strength characteristics of steel piles in frozen clay under varying exposure temperature
4. Load transfer and creep behavior of open-ended pipe piles in frozen and unfrozen ground
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