Experimental Investigation on Pile Bearing Capacity Installed in Frozen Sandy Soil
Author:
Affiliation:
1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Clarkson Univ., Potsdam, NY.
2. Dept. of Civil and Environmental Engineering, Clarkson Univ., Potsdam, NY.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485460.011
Reference18 articles.
1. Aksenov V. I. & Kistanov O. G. (2008). Estimation of resistance components to an axial load on piles embedded in permafrost. https://doi.org/10.1007/s11204-008-9001-4
2. ASTM (2018). Standard test method for individual piles in permafrost under static axial compressive load. American Society for Testing and Materials D5780-18. West Conshohocken PA. https://doi.org/10.1520/D5780_D5780M-18
3. Brown R. J. (1970). Permafrost in Canada: Its influence on northern development. University of Toronto Press.
4. Brown R. J. & Péwé T. L. (1973). Distribution of permafrost in North America and its relationship to the environment: A review 1963-1973. 71–100.
5. Corte A. E. (1969). Geocryology and engineering.
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