A Quick Approach for Estimating Load Transfer of Conventional and Helical Piles in Ice-Rich Frozen Soils-Reference-Cited by-同舟云学术

A Quick Approach for Estimating Load Transfer of Conventional and Helical Piles in Ice-Rich Frozen Soils

Published:2021-01-03 Issue:4 Volume:39 Page:2927-2944
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Aldaeef Abdulghader A.^ORCID,Rayhani Mohammad T.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

https://link.springer.com/content/pdf/10.1007/s10706-020-01668-w.pdf

Reference32 articles.

1. Aldaeef AA, Rayhani MT (2015) Load Transfer of pile foundations in warming frozen ground. In: Proc 7th Cana Permafrost Conf (Paper #480) Quebec Canada

2. Aldaeef AA, Rayhani MT (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. Aldaeef AA, Rayhani MT (2018) Influence of exposure temperature on shaft capacity of steel piles in ice-poor and ice-rich frozen soils. In Proc Int Congress and Exhibition. Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology, pp. 247–257, Springer, Cham

4. Aldaeef AA, Rayhani MT (2019a) Load transfer and creep behavior of open-ended pipe piles in frozen and unfrozen ground. Innov Infrastruct Solut 4(1):60

5. Aldaeef AA, Rayhani MT (2019b) Interface shear strength characteristics of steel piles in frozen clay under varying exposure temperature. Soils Found 59(6):2110–2124. https://doi.org/10.1016/j.sandf.2019.11.003

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