A Study on Deformation Characteristics of Preloading Project in Permafrost Area
- DOI
- 10.2991/iccte-16.2016.77How to use a DOI?
- Keywords
- Permafrost area, Preloading, Deformation, Settlement, Monitoring
- Abstract
This article is on the basis of an actual preloading project of permafrost region in Dalian, China. The deformation characteristics of preloading project in permafrost area can be found by the following steps: Initially, do some surveys about the geological characteristics of this project. Then, lay out the monitoring and detecting instrument, and record the construction process of foundation reinforcement. Eventually, analyze the data and reveal the change rules of the foundation settlement, pore water pressure, lateral displacement and underground water level elevation under the influence of temperature. If the deformation characteristics of preloading project in permafrost area are founded, it can provide a good reference for the similar projects and it is of important guiding significance for the similar projects in this region.
- Copyright
- © 2016, 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 - Xi-Lei Ma AU - Yan-Xiang Liu AU - Jun-Jian Yi PY - 2016/01 DA - 2016/01 TI - A Study on Deformation Characteristics of Preloading Project in Permafrost Area BT - Proceedings of the 2016 International Conference on Civil, Transportation and Environment PB - Atlantis Press SP - 460 EP - 465 SN - 2352-5401 UR - https://doi.org/10.2991/iccte-16.2016.77 DO - 10.2991/iccte-16.2016.77 ID - Ma2016/01 ER -