Issue |
E3S Web Conf.
Volume 38, 2018
2018 4th International Conference on Energy Materials and Environment Engineering (ICEMEE 2018)
|
|
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Article Number | 03007 | |
Number of page(s) | 4 | |
Section | Water Conservancy and Civil Engineering | |
DOI | https://doi.org/10.1051/e3sconf/20183803007 | |
Published online | 04 June 2018 |
Experimental Study on Load-Displacement Relationship of Prestressed Cable in Red Clay Stratum
1
Guizhou Construction Science Research and Design Institute of CSCEC, Guiyang 550000, China.
2
Inspection Centre of Construction Science Research of Guizhou Province, Guiyang 550000, China.
Email: a 17866631@qq.com, b hunanxyj@qq.com, c Corresponding author: mrzhao@vip.126.com
The P-S curves of prestressed anchor cable are obtained by field pull-out tests in the red-clay stratum in Guiyang area. The P-S curves of different theoretical models are discussed base on the theoretical analysis. The elastic and plastic displacement of prestressed anchor cable are analyzed. The results shows that, the anchoring effect are mainly effected by the red-clay mechanic properties in the red-clay stratum; the P-S curve of anchor bolt can be fitted well by the exponential model and conformed to the actual; the plastic displacement is used to anchor’s damage index are more truthfulness in the red-clay stratum.
© The Authors, published by EDP Sciences, 2018.
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (http://creativecommons.org/licenses/by/4.0/).
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