Investigation of Warming Effects on Creep Behavior of Pile Foundations in a Frozen Sandy Soil Using Laboratory-Scale Tests
Publication: Geo-Congress 2024
ABSTRACT
Climate change has resulted in accelerated permafrost thawing, which wreaks havoc on infrastructure in the Arctic such as pipelines, buildings, and roads. The thawing permafrost can have remarkable impacts on the mechanical behavior (e.g., bearing capacity and settlement) of pile foundations supporting Arctic infrastructure. This study was carried out to investigate the effect of warming on the behavior of pile foundations in frozen soils by performing axial loading and creep tests of model piles in a frozen soil-pile interaction lab at Clarkson University. A soil box of 1.38 m in length, 0.90 m in width, and 1.22 m in height has been built in a cold room. The air temperature in the cold room can be regulated from −50°C to 75°C to produce temperature cycles or freeze-thaw cycles of the soils using a programmable temperature control system. A model pile was installed in the soil box with a diameter of 63.5 mm, and length of 81.0 cm. In this study, axial load capacity and creep test were conducted to evaluate the behavior of the pile installed in frozen sandy soil. The axial load capacity of the model pile was 87 kN based on the quick test. Creep settlements of the pile subjected to a constant load of 10 kN were measured as the temperature of the frozen soil gradually increased from −8.20°C to −0.15°C to simulate the effects of warming. The creep rate was 0.007 mm/day when the temperature changed from −8.0°C to −1.0°C, but progressively increased to 1.787 mm/day at −0.20°C. This observation is presented in detail in this paper and underscores the importance of understanding pile foundation behavior in response to rising soil temperatures.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
Abdulrahman, A. A. H. (2019). Load transfer and creep behavior of pile foundations in frozen soils (Doctoral dissertation, Carleton University). https://doi.org/10.22215/etd/201913781.
Aldaeef, A. A., and Rayhani, M. T. (2018). Adfreeze strength and creep behavior of pile foundations in warming permafrost. Advances in Analysis and Design of Deep Foundations: Proceedings of the 1st GeoMEast International Congress and Exhibition, Egypt 2017 on Sustainable Civil Infrastructures 1, 254–264. Springer International Publishing. https://doi.org/10.1007/978-3-319-61642-1_20.
Arenson, L. U., and Springman, S. M. (2005). Triaxial constant stress and constant strain rate tests on ice-rich permafrost samples. Canadian Geotechnical Journal, 42(2), 412–430. https://doi.org/10.1139/t04-111.
Biggar, K. W., and Sego, D. C. (1993). Field pile load tests in saline permafrost. I. Test procedures and results. Canadian Geotechnical Journal, 30(1), 34–45. https://doi.org/10.1139/t93-004.
Biggar, K. W., and Kong, V. (2001). An analysis of long-term pile load tests in permafrost from the Short Range Radar site foundations. Canadian Geotechnical Journal, 38(3), 441–460. https://doi.org/10.1139/cgj-38-3-441.
Collins, W. J., Fry, M. M., Yu, H., Fuglestvedt, J. S., Shindell, D. T., and West, J. J. (2013). Global and regional temperature-change potentials for near-term climate forcers. Atmospheric Chemistry and Physics, 13(5), 2471–2485. https://doi.org/10.5194/acp-13-2471-2013.
Qi, J. L., and Ma, W. (2010). State-of-art of research on mechanical properties of frozen soils. Rock Soil Mechanics, 31(1), 133–143.
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.
Tang, L., Wang, K., Deng, L., Yang, G., Chen, J., and Jin, L. (2019). Axial loading behaviour of laboratory concrete piles subjected to permafrost degradation. Cold Regions Science and Technology, 166. https://doi.org/10.1016/j.coldregions.2019.102820.
Tsytovich, N. A. (1975). The mechanics of frozen ground.
Weaver, J. S., and Morgenstern, N. R. (1981). Pile design in permafrost. Canadian Geotech. Journal, 18, 357–370. https://doi.org/10.1139/t81-043.
Zhang, C., Li, D., Luo, C., Wang, Z., and Chen, G. (2022). Research on creep characteristics and the model of artificial frozen soil. Advances in Materials Science and Engineering, 2022. https://doi.org/10.1155/2022/2891673.
Information & Authors
Information
Published In
History
Published online: Feb 22, 2024
ASCE Technical Topics:
- Axial loads
- Creep
- Engineering fundamentals
- Engineering mechanics
- Foundation design
- Foundations
- Frozen soils
- Geomechanics
- Geotechnical engineering
- Load bearing capacity
- Load tests
- Materials characterization
- Materials engineering
- Pile foundations
- Pile tests
- Rheology
- Soil mechanics
- Soil properties
- Soils (by type)
- Static loads
- Statics (mechanics)
- Tests (by type)
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.