Fracture parameters and influencing factors of cement asphalt mortar

被引:0
|
作者
Li, Yunliang [1 ]
Tian, Chengyu [1 ]
Fu, Yubo [1 ]
Tan, Yiqiu [1 ]
机构
[1] Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin 150090, Peoples R China
基金
中国国家自然科学基金;
关键词
Cement asphalt mortar; Fracture energy; Peak load; SCB test; MECHANICAL-PROPERTIES; BEHAVIOR; TEMPERATURE; EMULSION; TOUGHNESS; MODEL; RESISTANCE;
D O I
10.1016/j.conbuildmat.2022.127876
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Cement asphalt mortar (CAM), which is composed of cement, emulsified asphalt, sand and admixture, is an important component material of slab ballastless track of high-speed railway. The fracture resistance of CAM is very important for the ride comfort and stability of high-speed railway. This study was mainly aimed at using semi-circular bending (SCB) test to study the fracture parameters and influencing factors of CAM with high asphalt content. Through SCB test, the fracture parameters such as peak load and fracture energy of CAM were studied. The effects of temperature, loading rate, notch depth and material ratio on fracture parameters were analyzed. The microstructure and pore characteristics of CAM were studied by scanning electron microscope (SEM) and CT scanning. With the increase of temperature, the peak load and fracture energy of CAM decrease. For CAM samples with A/C ratio (mass ratio of emulsified asphalt to cement) of 1.6, when the temperature increases from-15 degrees C to 25 degrees C, the maximum decrease of peak load and fracture energy is 76.5% and 67.2%, respectively. With the increase of loading rate, the peak load and fracture energy of CAM increase. For CAM samples with A/C ratio of 1.2 at 25 degrees C, when the loading rate increases from 0.5 mm/min to 5.0 mm/min, the maximum increase of peak load and fracture energy is 44.0% and 48.2%, respectively. When the temperature is-15 degrees C and 25 degrees C, there is an optimal A/C ratio for peak load and fracture energy. When A/C ratio varies between 1.2 and 1.6, both peak load and fracture energy have the maximum value. When the temperature is-15 degrees C, the fracture occurred in CAM is semi-brittle fracture, and the fracture toughness and fracture energy are suitable to evaluate the fracture resistance of CAM. When the temperature is 5 degrees C and 25 degrees C, the fracture occurred in CAM is ductile fracture, and the fracture energy is more suitable to evaluate the fracture resistance of CAM.
引用
收藏
页数:18
相关论文
共 50 条
  • [41] Cement asphalt mortar for high-speed rail
    Yuan, Qiang
    Deng, Dehua
    Wang, Yong
    CHINESE SCIENCE BULLETIN-CHINESE, 2020, 65 (22): : 2384 - 2394
  • [42] Statistical damage constitutive model of cement and asphalt mortar
    Fu, Q. (fuqiangzn2011@163.com), 1600, Science Press (49):
  • [43] Temperature Stability of Compressive Strength of Cement Asphalt Mortar
    Wang, Fazhou
    Liu, Zhichao
    Wang, Tao
    Hu, Shuguang
    ACI MATERIALS JOURNAL, 2010, 107 (01) : 27 - 30
  • [45] A Study on Mechanical Performance and Mechanism of Cement Asphalt Mortar
    Li, Yunliang
    Tan, Yiqiu
    Ou, Yangjian
    NEW AND ADVANCED MATERIALS, PTS 1 AND 2, 2011, 197-198 : 1023 - 1027
  • [46] Research on the demulsification process of cement asphalt mortar mixture-emulsified asphalt
    School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin
    150090, China
    Harbin Gongcheng Daxue Xuebao, 7 (997-1000):
  • [47] Thermal behaviors of cement and mortar under microwave treatment and the influencing factors: An experimental study
    Zheng, Yanlong
    Su, Ziqiang
    Fu, Huanyu
    Zhang, Qi
    Li, Jianchun
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 411
  • [48] Fracture Parameters of Cement Mortar with Different Structural Dimensions Under the Direct Tension Test
    Rhee, Inkyu
    Lee, Jun Seok
    Roh, Young-Sook
    MATERIALS, 2019, 12 (11)
  • [49] MEASURING FRACTURE TOUGHNESS OF CEMENT PASTE AND MORTAR
    BROWN, JH
    MAGAZINE OF CONCRETE RESEARCH, 1973, 25 (85) : 220 - 221
  • [50] MEASURING FRACTURE TOUGHNESS OF CEMENT PASTE AND MORTAR
    BROWN, JH
    MAGAZINE OF CONCRETE RESEARCH, 1972, 24 (81) : 185 - 196