Technique study on dynamic consolidation of collapsible loess foundation

DOI

10.2991/icaemt-15.2015.116How to use a DOI?

Keywords

collapsible loess, foundation treatment, dynamic consolidation, field test

Abstract

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.

Copyright

© 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/).

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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  -