Research on the Crack Resistance at Low Temperature and the Mechanism of Semi-Flexible Pavement
Authors
Zheng Sun, Xi-xi Hou, Gui-ping He
Corresponding Author
Zheng Sun
Available Online July 2015.
- DOI
- 10.2991/cmfe-15.2015.124How to use a DOI?
- Keywords
- semi-flexible pavement; the crack resistance at low temperature; waterborne epoxy; compound grouting system
- Abstract
The crack resistance at low temperature of semi-flexible pavement was favorable, which prepared by waterborne epoxy-emulsified asphalt-cement as grouting material. While the E/A is 0.6, the maximum bending strain has reached 2662??, which is close to SMA-13. In the three-phase grouting system, asphalt was continuous phase, waterborne epoxy was dispersed phase, both of them bonded with cement.
- 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/).
Cite this article
TY - CONF AU - Zheng Sun AU - Xi-xi Hou AU - Gui-ping He PY - 2015/07 DA - 2015/07 TI - Research on the Crack Resistance at Low Temperature and the Mechanism of Semi-Flexible Pavement BT - Proceedings of the International Conference on Chemical, Material and Food Engineering PB - Atlantis Press SP - 529 EP - 532 SN - 2352-5401 UR - https://doi.org/10.2991/cmfe-15.2015.124 DO - 10.2991/cmfe-15.2015.124 ID - Sun2015/07 ER -