Study on mechanical behaviors of interface between gravel soil and concrete with large-scale simple shear test
Authors
Zhihua Xu, Guodong Zhang, Wei Liao, Aiming Liao, Quansheng Deng, Xueliang Li
Corresponding Author
Zhihua Xu
Available Online January 2016.
- DOI
- 10.2991/iccte-16.2016.90How to use a DOI?
- Keywords
- gravel soil; soil-concrete; interface; shear test
- Abstract
The mechanical behaviors of interface between gravel soil from three gorges reservoir area and concrete structure had been investigated to by using the large-scale simple shear test. The effect of moisture content or stone content on the interface mechanical behaviors was discussed. The results indicated that the moisture content has a great influence on the deformation and strength of the interface as well as the stone content. The more the moisture content, the less the shear strength of the interface for the gravel soil with the same stone content, while the more the stone content, the more the shear strength of the interface for the gravel soil with the same moisture content.
- 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 - Zhihua Xu AU - Guodong Zhang AU - Wei Liao AU - Aiming Liao AU - Quansheng Deng AU - Xueliang Li PY - 2016/01 DA - 2016/01 TI - Study on mechanical behaviors of interface between gravel soil and concrete with large-scale simple shear test BT - Proceedings of the 2016 International Conference on Civil, Transportation and Environment PB - Atlantis Press SP - 547 EP - 551 SN - 2352-5401 UR - https://doi.org/10.2991/iccte-16.2016.90 DO - 10.2991/iccte-16.2016.90 ID - Xu2016/01 ER -