Elastoplastic behavior of frozen sand—concrete interfaces under cyclic shear loading
Author:
Publisher
Zhejiang University Press
Subject
General Engineering
Link
https://link.springer.com/content/pdf/10.1631/jzus.A2100667.pdf
Reference55 articles.
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2. Akagawa S, Nishisato K, 2009. Tensile strength of frozen soil in the temperature range of the frozen fringe. Cold Regions Science and Technology, 57(1): 13–22. https://doi.org/10.1016/j.coldregions.2009.01.002
3. Aldaeef AA, Rayhani MT, 2018. Impact of ground warming on pile-soil interface strength in ice-poor frozen soils. GeoEdmonton 2018.
4. Aldaeef AA, Rayhani MT, 2019a. Interface shear strength characteristics of steel piles in frozen clay under varying exposure temperature. Soils and Foundations, 59(6): 2110–2124. https://doi.org/10.1016/j.sandf.2019.11.003
5. Aldaeef AA, Rayhani MT, 2019b. Load transfer and creep behavior of open-ended pipe piles in frozen and unfrozen ground. Innovative Infrastructure Solutions, 4(1):60. https://doi.org/10.1007/s41062-019-0248-6
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Cyclic Shear Behavior of Frozen Cement-Treated Sand–Concrete Interface;Materials;2022-12-08
2. Frozen sand—concrete interface direct shear behavior under constant normal load and constant normal height boundary;Journal of Zhejiang University-SCIENCE A;2022-11
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