Study on mechanical behaviors of interface between gravel soil and concrete with large-scale simple shear test

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/).

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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  -