Influence of temperature variation on Seismic subsidence properties of frozen soil
- 10.2991/iceesd-18.2018.288How to use a DOI?
- Frozen soil; temperature gradient; ambient negative temperature; Seismic subsidence; dynamic loading
To reduce the engineering geological disasters in permafrost regions and improve the durability of highways and railways. The dynamic load test of a certainly frozen soil roadbed in the G214 highway is carried out by taking the initial environment negative temperature gradient as the control variable for study the vibration and subsidence characteristics of frozen soil under temperature variation. Results show that the frozen soil is more prone to collapse at the same temperature than the rising frozen soil. The lower the negative temperature of the initial environment is, the more easily the frozen soil will become; As the temperature gradient increases, the temperature rise of frozen soil is greater than that at the same temperature, and the difference increases first and then decreases gradually to 0. When the frozen soil temperature rises from the initial environment temperature to above 0, the vibration settlement is nearly the same. In the design of roadbed in permafrost region, a comprehensive analysis and design should be taken considering the negative temperature gradient of the initial environment.
- © 2018, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Ya Liu AU - Ningshan Jiang AU - Hongwei Li AU - Hui Li PY - 2018/05 DA - 2018/05 TI - Influence of temperature variation on Seismic subsidence properties of frozen soil BT - Proceedings of the 2018 7th International Conference on Energy, Environment and Sustainable Development (ICEESD 2018) PB - Atlantis Press SP - 1594 EP - 1599 SN - 2352-5401 UR - https://doi.org/10.2991/iceesd-18.2018.288 DO - 10.2991/iceesd-18.2018.288 ID - Liu2018/05 ER -