Technique study on dynamic consolidation of collapsible loess foundation
- 10.2991/icaemt-15.2015.116How to use a DOI?
- collapsible loess, foundation treatment, dynamic consolidation, field test
With large-scaled but poor engineering properties of loess in western China, especially the badly collapsibility, to deal with the collapsibility is necessary for high quality of highway construction. This paper aims at the site conditions of collapsible loess foundation in Tong-Huang express way of the second enterclose of Xi’an to Yan’an. By means of the real engineering test of dynamic compaction test, combined with the indoor experiment study and field test analysis, we got the related practical parameters of collapsible loess foundation. Testing result shows that those sections treated with dynamic consolidation is at high stability, and the dynamic consolidation can be applied in similar foundation treatment.
- © 2015, 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 - Shulian Wen AU - Haibin La AU - Qi Liu PY - 2015/08 DA - 2015/08 TI - Technique study on dynamic consolidation of collapsible loess foundation BT - Proceedings of the 2015 International Conference on Advanced Engineering Materials and Technology PB - Atlantis Press SP - 601 EP - 604 SN - 2352-5401 UR - https://doi.org/10.2991/icaemt-15.2015.116 DO - 10.2991/icaemt-15.2015.116 ID - Wen2015/08 ER -