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 50 条
  • [21] Impact of Mixing Methods and Cement Dosage on Unconfined Compressive Strength of Cement-Stabilized Macadam
    Zhao, Kaiyin
    Zhao, Lijun
    Hou, Jinru
    Feng, Zhongxu
    Jiang, Wenzhi
    INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, 2022, 16 (01)
  • [22] Impact of Mixing Methods and Cement Dosage on Unconfined Compressive Strength of Cement-Stabilized Macadam
    Kaiyin Zhao
    Lijun Zhao
    Jinru Hou
    Zhongxu Feng
    Wenzhi Jiang
    International Journal of Concrete Structures and Materials, 2022, 16
  • [23] Mechanical Properties and Crack Resistance of Cement-Stabilized Macadam Modified by Crumb Rubber and Polypropylene Fiber
    Yao, Wei
    Xu, Tong-Wen
    Li, Shi-Guo
    Chu, Xue-Bin
    Dong, Fei
    CICTP 2023: INNOVATION-EMPOWERED TECHNOLOGY FOR SUSTAINABLE, INTELLIGENT, DECARBONIZED, AND CONNECTED TRANSPORTATION, 2023, : 31 - 41
  • [24] Investigation of Flexural Properties of Cement-Stabilized Macadam Reinforced with Polypropylene Fiber
    Zhang, Peng
    Li, Qingfu
    Wei, Hua
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2010, 22 (12) : 1282 - 1287
  • [25] Effect of brucite fibers and early strength agent on cement stabilized macadam in Alpine regions
    Sheng Y.
    Jia H.
    Guo S.
    Taoum A.
    Guan B.
    Li H.
    Rui X.
    International Journal of Pavement Research and Technology, 2019, 12 (03) : 315 - 324
  • [26] THE EFFECTS OF EGGSHELL ASH ON STRENGTH PROPERTIES OF CEMENT-STABILIZED LATERITIC
    Okonkwo, U. N.
    Odiong, I. C.
    Akpabio, E. E.
    INTERNATIONAL JOURNAL OF SUSTAINABLE CONSTRUCTION ENGINEERING AND TECHNOLOGY, 2012, 3 (01): : 18 - 25
  • [27] Frost Resistance and Mechanical Characteristics of Cement-Stabilized Macadam Mixed with Rubber Powder
    Jie, Shaolong
    Mao, Shuai
    Yue, Zurun
    Sun, Zhiqi
    Sun, Tiecheng
    Hu, Tianfei
    Xie, Peng
    Yang, Zhihao
    Yuan, Lanlan
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2023, 35 (07)
  • [28] Effect of freezing and thawing cycle properties of cement-stabilized macadam materials with self-prepared early-strength agents
    Lin, M.
    Guo, Y. C.
    Tian, B. S.
    Song, Y. L.
    7TH GLOBAL CONFERENCE ON MATERIALS SCIENCE AND ENGINEERING (CMSE2018), 2019, 474
  • [29] Crack Resistance and Mechanical Properties of Polyvinyl Alcohol Fiber-Reinforced Cement-Stabilized Macadam Base
    Zhao, Yi
    Yang, Xuan
    Zhang, Qingyu
    Liang, Naixing
    Xiang, Yangkai
    Qin, Min
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [30] Research on the mesoscopic healing behavior and optimal healing occasion of cement-stabilized macadam
    Zhao X.
    Dong Q.
    Dong S.
    Chen X.
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2024, 56 (03): : 78 - 88