The Research Effects of Variable Temperature and Early Strength Agent on the Mechanical Properties of Cement-Stabilized Macadam

被引:0
|
作者
Xue, Yanhua [1 ,2 ]
Ge, Dongdong [1 ,2 ]
Lv, Songtao [1 ,2 ]
Wei, Hui [1 ,2 ]
Lu, Weiwei [1 ,2 ]
Peng, Liangchen [1 ,2 ]
机构
[1] Natl Key Lab Green & Long Life Rd Engn Extreme Env, Changsha 410114, Peoples R China
[2] Xiangjiang Lab, Changsha 410114, Peoples R China
基金
中国国家自然科学基金;
关键词
cement-stabilized macadam; variable temperature curing condition; early strength agent; shrinkage characteristics; fatigue damage characteristics; FATIGUE PERFORMANCE;
D O I
10.3390/ma17153720
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
In cold regions with high daily temperature gradients (>20 degrees C), the durability of cement-stabilized macadam (CSM) base materials is poor and prone to cracking. To effectively reduce the cracking of semi-rigid base layers in cold regions with high daily temperature gradients and extend fatigue life, this study focused on cracking and fatigue characteristics of CSM with a 10% commercial early strength agent (ESA) added by the external mixing method under different curing conditions. The ESA was manufactured by Jiangsu Subote New Materials Co., Ltd. (Nanjing, China). The curing conditions were divided into variable temperature (0-20 degrees C) and standard temperature (20 degrees C). CSM curing was carried out through a programmable curing box. The research results indicated that the variable temperature curing conditions reduced the strength and fatigue resistance of CSM and accelerated the modulus attenuation rate of CSM. At the same time, the drying shrinkage of CSM was greater. The temperature shrinkage coefficient and strain of CSM under variable temperature conditions were smaller than those under standard temperature conditions. The effect of variable temperature conditions on the cracking and durability of CSM could not be ignored in cold regions. Compared to standard temperature curing conditions, the indirect tensile strength of CSM reduced by 31.04% under variable temperature conditions, the coefficient of variation increased by 2.97 times, and the discrete type significantly increased. Compared with CSM without ESA, the dry and temperature shrinkage strains of CSM with 10% ESA were reduced by 24.65% and 26.10%, respectively. At a stress level of 0.6, compared to standard temperature curing conditions, the fatigue life of CSM decreased by 97.19% under variable temperature conditions. Under variable temperature conditions, the fatigue life of CSM with 10% ESA increased by 196 times compared to 0% ESA. Adding ESA enhanced the anti-shrinkage cracking, strength, and durability of CSM under variable temperatures. ESA incorporation effectively compensated for the weakened characteristics of CSM under variable temperature conditions. The study proposed a practical approach for boosting the durability of CSM in cold environments.
引用
收藏
页数:24
相关论文
共 43 条
  • [41] Mechanical properties and repairing mechanism of recycled cement stabilized macadam for road base based on microbial induced carbonate precipitation technology
    Qin, Xiao
    Lin, Yongkang
    Chen, Sen
    Sun, Xiaolong
    Yang, Xinhua
    Huang, Qingjian
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2024, 21
  • [42] A novel early strength agent prepared by wet-grinding concrete waste slurry and its effect on early hydration and mechanical properties of cement based materials
    Su, Ying
    Wu, Lei
    He, Xingyang
    Zheng, Zhengqi
    Tan, Hongbo
    Yang, Jin
    Ma, Qinghong
    Ding, Jingjing
    Bao, Ming
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 362
  • [43] Mechanical strength and hydration exothermic behavior of cemented paste backfill with early-strength agent under low temperature
    Wang, Bingwen
    Li, Qianlong
    Wang, Ruizhong
    Wang, Dongze
    Dong, Pingbo
    INTERNATIONAL JOURNAL OF MINING RECLAMATION AND ENVIRONMENT, 2022, 36 (10) : 710 - 723