Physical Model Tests of Piles under Freeze–Thaw Cycles Subjected to Individual and Combined Loads-Reference-Cited by-同舟云学术

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Physical Model Tests of Piles under Freeze–Thaw Cycles Subjected to Individual and Combined Loads

Published:2024-09 Issue:3 Volume:38 Page:
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Singh Harshdeep¹,Fall Mamadou²

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Ottawa, 161 Louis Pasteur, Ottawa, ON, Canada K1N 6N5.

2. Distinguished University Professor, Dept. of Head, and University Research Chair in Geotechnical Engineering, Dept. of Civil Engineering, Univ. of Ottawa, 161 Louis Pasteur, Ottawa, ON, Canada K1N 6N5 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCRGEI.CRENG-730

Reference63 articles.

1. On the behavior of piles in non-cohesive soil under combined horizontal and vertical loading;Achmus M.;Acta Geotech.,2010

2. Aldaeef, A. A., and M. T. Rayhani. 2015. “Load transfer of pile foundations in warming frozen ground.” In Proc., 68th Canadian Geotechnical Conf., Canada. Edmonton, Canada: Canadian Geotechnical Society.

3. Load transfer of pile foundations in frozen and unfrozen soft clay;Aldaeef A. A.;Int. J. Geotech. Eng.,2020

4. Pull-out capacity and creep behavior of helical piles in frozen ground;Aldaeef A. A.;J. Geotech. Geoenviron. Eng.,2020

5. Pile–soil interface characteristics in ice-poor frozen ground under varying exposure temperature;Aldaeef A. A.;Cold Reg. Sci. Technol.,2021

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