Research on the Fatigue Behavior of Cement Asphalt Mortar Exposed to Water-Reference-Cited by-同舟云学术

Research on the Fatigue Behavior of Cement Asphalt Mortar Exposed to Water

Published:2013-04 Issue: Volume:687 Page:274-281
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Wang Fa Zhou¹,Yang Jin¹,Hu Shu Guang¹,Zhang Yun Hua¹,Liu Yun Peng¹

Affiliation:

1. Wuhan University of Technology

Abstract

Water erosion is one of the major factors for performance degradation of cement asphalt mortar (abbreviated to CA mortar, or CAM). In this paper, the influence of gap depth, coupling effect of water and pressure on the fatigue behavior of CA mortar was investigated. Results indicated that the damage of bonding surface became more seriously with the increase of gap depth, and when the gap depth was 19 to 38% of the structure size, the destruction exacerbated. Results also indicated that CA mortar was damaged more seriously under the coupling effect of water and pressure; the destruction first occurred on the surface between slab track and CA mortar rather than that between concrete roadbed and CA mortar. Timely repair with epoxy resin prevented the further water erosion well, and improved the service life of CA mortar.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.687.274.pdf

Reference6 articles.

1. Yutaka Harada, Seiichi Tottori, and Noriyuki Itai: Quart. Rep. RTRI (Railway Technical Research Institute) (Japan) Vol. 15 (1983), p.62.

2. Harada Y. Development of ultrarapid-hardening cement-asphalt mortar for grouted-ballast track structure. Quarterly Report of the RTRI (Railway Technical Research Institute), 1976, 17, No. 1, 6-11.

3. Zuo J., Jiang Q. and Fu D. Research on CA mortar in slab track. Railway Construction, 2005, No. 9, 96–98 (in Chinese).

4. WANG Fa-zhou, LIU Zhi-chao. Research on the fatigue behavior of CA mortar used in ballastless slab track of high-speed railway. Journal of Wuhan University of Technology, 2008, NO. 11, 79-81 (in Chinese).

5. ZHAO Ping-rui, LIU Xue-yi. Dynamic performance analysis and parametric studies of the slab track. Railway Construction, 2004, NO. 5, 48-50 (in Chinese).

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Pore Structure Quantification and Fractal Characterization of MSA Mortar Based on 1H Low-Field NMR;Fractal and Fractional;2024-01-09

2. Predicting fracture behavior (mixed‐modes I/III) of cement asphalt mortar under fatigue and static loading conditions using response surface method;Fatigue & Fracture of Engineering Materials & Structures;2023-12-20

3. Mixed mode-I/II fatigue performance of Cement Emulsified Asphalt Mortar: Experimental and statistical analysis at intermediate temperature;Construction and Building Materials;2022-10

4. Design theories and maintenance technologies of slab tracks for high-speed railways in China: a review;Transportation Safety and Environment;2021-11-16

5. Fatigue damage evolution analysis of the CA mortar of ballastless tracks via damage mechanics-finite element full-couple method;Construction and Building Materials;2021-08