Load Transfer of Piles Embedded in Ice-Poor Frozen Soils and Exposed to Varying Temperature
Author:
Affiliation:
1. Ph.D. Candidate, Geoengineering Research Group, Carleton Univ., Ottawa, ON K1S 5B6, Canada (corresponding author). ORCID: .
2. Lecturer, Wadi Alshatti Univ., Brak, Libya.
3. Carleton Univ., Ottawa, ON K1S 5B6, Canada. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Link
https://ascelibrary.org/doi/pdf/10.1061/JCRGEI.CRENG-753
Reference20 articles.
1. Abdulrahman Aldaeef A. and M. Rayhani. 2018. “Adfreeze strength and creep behavior of pile foundations in warming permafrost.” In Advances in analysis and design of deep foundations edited by M. Abu-Farsakh K. Alshibli and A. Puppala 254–264. Cham: Springer.
2. Pile-soil interface characteristics in ice-poor frozen ground under varying exposure temperature
3. Alwahhab R. 1983. Bond and slip of steel bars in frozen sand. Michigan State Univ. Dept. of Civil and Sanitary Engineering. Accessed June 3 2021. https://books.google.ca/books?id=NTjiq57jVEIC.
4. An Introduction to Frozen Ground Engineering
5. ASTM. 2011. “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487-17 on Soil and Rock. West Conshohocken PA: ASTM.
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