Load transfer and creep behavior of open-ended pipe piles in frozen and unfrozen ground

Author:

Aldaeef Abdulghader A.ORCID,Rayhani Mohammad T.

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference25 articles.

1. Aldaeef AA, Rayhani MT (2015) Load transfer of pile foundations in warming frozen ground. In: Proceedings of the 7th Canadian Permafrost Conference, (Paper #480), Quebec, Canada

2. Aldaeef AA, Rayhani MT (2017) Adfreeze strength and creep behavior of pile foundations in warming permafrost. In: International congress and exhibition “sustainable civil infrastructures: innovative infrastructure geotechnology”. Springer, Cham, pp 254–264

3. Aldaeef, AA, Rayhani MT (2018) Impact of ground warming on pile-soil interface strength in ice-poor frozen soils. In: Proceedings of GeoEdmonton 2018, Edmonton, Canada

4. Aldaeef AA, Rayhani MT (2018) Influence of exposure temperature on shaft capacity of steel piles in ice-poor and ice-rich frozen soils. In: International congress and exhibition “sustainable civil infrastructures: innovative infrastructure geotechnology”. Springer, Cham, pp 247–257

5. Aldaeef AA, Rayhani MT (2019) Load transfer of pile foundations in frozen and unfrozen soft clay. Int J Geotech Eng. https://doi.org/10.1080/19386362.2019.1667127

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