Volume 24 Issue 5
Oct.  2024
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2024  >  24(5): 144-153
LIU Chao-chao, CHEN Meng-jie, ZHANG Hong-gang, CHEN Jie, ZHANG Liang-qi. Fatigue characteristics of long-life cement-stabilized aggregates under complex service conditions[J]. Journal of Traffic and Transportation Engineering, 2024, 24(5): 144-153. doi: 10.19818/j.cnki.1671-1637.2024.05.010
Citation: LIU Chao-chao, CHEN Meng-jie, ZHANG Hong-gang, CHEN Jie, ZHANG Liang-qi. Fatigue characteristics of long-life cement-stabilized aggregates under complex service conditions[J]. Journal of Traffic and Transportation Engineering, 2024, 24(5): 144-153. doi: 10.19818/j.cnki.1671-1637.2024.05.010
shu

Fatigue characteristics of long-life cement-stabilized aggregates under complex service conditions

doi: 10.19818/j.cnki.1671-1637.2024.05.010
  • 1.

    National Engineering Research Center of Highway Maintenance Technology, Changsha University of Science and Technology, Changsha 410114, Hunan, China

  • 2.

    Guangxi Key Lab of Road Structure and Materials, Guangxi Transportation Science and Technology Group Co., Ltd., Nanning 530007, Guangxi, China

  • 3.

    Detong Intelligent Technology Co., Ltd., Xuchang 461000, Henan, China

Funds:

National Natural Science Foundation of China 52208420

Key Research and Development Program of Guangxi Province GuikeAB20297030

More Information
  • Author Bio:

    LIU Chao-chao(1991-), male, assisant professor, PhD, lcc@csust.edu.cn

  • Received Date: 2024-04-22
    Available Online: 2024-12-20
  • Publish Date: 2024-10-25
    Abstract
  • Under complex service conditions such as different load environments and service lives, the fatigue characteristics of cement-stabilized aggregates with varying curing ages and cement dosages were investigated under different loading modes and frequencies. The fatigue equation of cement-stabilized aggregates under complex service conditions was established based on the loading rate dependent stress ratio. The difference in fatigue characteristics of cement-stabilized aggregates under the influence of internal and external factors was compared and analyzed. A unified representation model of fatigue characteristics of cement-stabilized aggregates under external factors and a conversion relationship of fatigue models under internal factors were proposed. Research results show that under different loading modes, the strengths of cement-stabilized aggregates with varying curing ages and cement dosages are significantly related to the loading rate correlation, and the strength presents a power function relationship with the loading rate. The fatigue curves based on the loading rate dependent stress ratio all cross a fixed strength failure point, and uniformly characterize the single strength failure characteristics and fatigue failure characteristics under cyclic loading. The fatigue test results under different external factors (loading mode, loading frequency, specimen size, shape, etc.) can be characterized uniformly, and the accuracy is above 95%. Fatigue curves under different internal factors (curing age, cement dosage, etc.) present a certain angle to each other, and the size of the angle is related to internal factors within the range of test conditions. Accordingly, the conversion relationship of fatigue models of cement-stabilized aggregates under different internal factors can be established. The fatigue model shows that the fatigue performance of cement-stabilized aggregates tends to stabilize gradually with the increase in curing age and cement dosage.

     

    • FullText(HTML)
  • loading
    • References(30)
  • [1]
    郑健龙. 基于结构层寿命递增的耐久性沥青路面设计新思想[J]. 中国公路学报, 2014, 27(1): 1-7.

    ZHENG Jian-long. New structure design of durable asphalt pavement based on life increment[J]. China Journal of Highway and Transport, 2014, 27(1): 1-7. (in Chinese)
    [2]
    XUAN D X, HOUBEN L J M, MOLENAAR A A A, et al. Mechanical properties of cement-treated aggregate material-a review[J]. Materials and Design, 2012, 33: 496-502. doi: 10.1016/j.matdes.2011.04.055
    [3]
    LI Hai-bin, CUI Can-yang, CAI Jun, et al. Utilization of steel slag in road semi-rigid base: a review[J]. Coatings, 2022, 12(7): 994. doi: 10.3390/coatings12070994
    [4]
    肖倩, 王旭东, 周兴业, 等. RIOHTrack足尺路面试验环道裂缝状态浅析[J]. 公路交通科技, 2023, 40(9): 8-17.

    XIAO Qian, WANG Xu-dong, ZHOU Xing-ye, et al. Analysis of RIOHTrack crack status[J]. Journal of Highway and Transportation Research and Development, 2023, 40(9): 8-17. (in Chinese)
    [5]
    沙爱民, 贾侃, 李小刚. 半刚性基层材料的疲劳特性[J]. 交通运输工程学报, 2009, 9(3): 29-33. doi: 10.7666/d.y1947706

    SHA Ai-min, JIA Kan, LI Xiao-gang. Fatigue performances of semi-rigid base course materials[J]. Journal of Traffic and Transportation Engineering, 2009, 9(3): 29-33. (in Chinese) doi: 10.7666/d.y1947706
    [6]
    李海滨, 赵海生, 沙爱民, 等. 基于控制裂缝和车辙的半刚性基层沥青路面力学行为分析[J]. 武汉理工大学学报, 2014, 36(4): 65-72.

    LI Hai-bin, ZHAO Hai-sheng, SHA Ai-min, et al. Mechanical behavior analysis of semi-rigid asphalt pavement based on the crack and rutting control[J]. Journal of Wuhan University of Technology, 2014, 36(4): 65-72. (in Chinese)
    [7]
    吕松涛, 陈杰东, 张晖. 水泥稳定碎石拉压弯静态模量与动态模量比较分析[J]. 公路交通科技, 2016, 33(10): 39-43, 59.

    LYU Song-tao, CHEN Jie-dong, ZHANG Hui. Comparative analysis of tensile, compression, flexural static modulus and dynamic modulus of cement-stabilized macadam[J]. Journal of Highway and Transportation Research and Development, 2016, 33(10): 39-43, 59. (in Chinese)
    [8]
    李明, 李昶, 刘继华, 等. 粗集料及界面特性对水泥稳定碎石温缩抗裂性能影响性分析[J]. 公路, 2019, 64(10): 1-7.

    LI Ming, LI Chang, LIU Ji-hua, et al. Effect of coarse aggregate and interfacial characteristics on crack resistance in temperature shrinkage of cement-stabilized macadam[J]. Highway, 2019, 64(10): 1-7. (in Chinese)
    [9]
    安永昌, 刘祺, 谭波, 等. 赤泥-钢渣-水泥协同制备路面基层材料试验研究[J]. 公路交通科技, 2023, 40(5): 35-43.

    AN Yong-chang, LIU Qi, TAN Bo, et al. Experimental study on preparation of pavement base material by coordination of red mud, steel slag and cement[J]. Journal of Highway and Transportation Research and Development, 2023, 40(5): 35-43. (in Chinese)
    [10]
    李晓东, 滕逸伟, 赵建宁, 等. 大掺量煤气化炉渣稳定基层混合料的制备及路用性能研究[J]. 硅酸盐通报, 2023, 42(9): 3412-3420.

    LI Xiao-dong, TENG Yi-wei, ZHAO Jian-ning, et al. Preparation and pavement performance of high dosage coal gasification slag stabilized base mixture[J]. Bulletin of the Chinese Ceramic Society, 2023, 42(9): 3412-3420. (in Chinese)
    [11]
    NUSIT K, JITSANGIAM P, KODIKARA J, et al. Advanced characteristics of cement-treated materials with respect to strength performance and damage evolution[J]. Journal of Materials in Civil Engineering, 2017, 29(4): 04016255. doi: 10.1061/(ASCE)MT.1943-5533.0001772
    [12]
    PHAM P N, ZHUGE Y, TURATSINZE A, et al. Application of rubberized cement-based composites in pavements: suitability and considerations[J]. Construction and Building Materials, 2019, 223: 1182-1195. doi: 10.1016/j.conbuildmat.2019.08.007
    [13]
    IDRIS I I, SADEK H, HASSAN M. State-of-the-art review of the evaluation of asphalt mixtures' resistance to reflective cracking in laboratory[J]. Journal of Materials in Civil Engineering, 2020, 32(9): 03120004. doi: 10.1061/(ASCE)MT.1943-5533.0003254
    [14]
    周浩, 沙爱民, 胡力群. 半刚性基层材料疲劳试验[J]. 长安大学学报(自然科学版), 2012, 32(3): 6-10.

    ZHOU Hao, SHA Ai-min, HU Li-qun. Test on fatigueproperty of semi-rigid base material[J]. Journal of Chang'an University (Natural Science Edition), 2012, 32(3): 6-10. (in Chinese)
    [15]
    LI Xu-wei, DONG Ming-ming. Experimental research on pavement performance of cement-stabilized base recycled mixture[J]. Applied Mechanics and Materials, 2011, 94-96: 31-37.
    [16]
    LIU Chao-chao, LYU Song-tao, PENG Xing-hai, et al. Normalized characterization method for fatigue behavior of cement-treated aggregates based on the yield criterion[J]. Construction and Building Materials, 2019, 228: 117099.
    [17]
    DONG Qiao, YAN Shi-ao, CHEN Xue-qin, et al. Review on the mesoscale characterization of cement-stabilized macadam materials[J]. Journal of Road Engineering, 2023, 3(1): 71-86.
    [18]
    仲文亮, 吕松涛. 不同龄期对水稳基层强度与模量及其内在联系的影响研究[J]. 中外公路, 2014, 34(1): 282-285.

    ZHONG Wen-liang, LYU Song-tao. Study on the influence of different ages on the strength and modulus of water stable base and their internal relations[J]. Journal of China and Foreign Highway, 2014, 34(1): 282-285. (in Chinese)
    [19]
    LYU Song-tao, XIA Cheng-dong, YOU Ling-yun, et al. Unified fatigue characteristics model for cement-stabilized macadam under various loading modes[J]. Construction and Building Materials, 2019, 223: 775-783.
    [20]
    吕松涛, 郑健龙, 仲文亮. 养生期水泥稳定碎石强度、模量及疲劳损伤特性[J]. 中国公路学报, 2015, 28(9): 9-15, 45.

    LYU Song-tao, ZHENG Jian-long, ZHONG Wen-liang. Characteristics of strength, modulus and fatigue damage for cement-stabilized macadam in curing period[J]. China Journal of Highway and Transport, 2015, 28(9): 9-15, 45. (in Chinese)
    [21]
    李雪连, 宁佐飞, 叶峻宏, 等. 振动搅拌水泥稳定碎石的强度及其形成机理[J]. 长沙理工大学学报(自然科学版), 2021, 18(3): 8-15.

    LI Xue-lian, NING Zuo-fei, YE Jun-hong, et al. Strength and its formation mechanism of vibration mixing cement stabilized macadam[J]. Journal of Changsha University of Science and Technology (Natural Science), 2021, 18(3): 8-15. (in Chinese)
    [22]
    LIU Lu-qing, WANG Chao-hui, LIANG Qing, et al. A state- of-the-art review of rubber modified cement-based materials: cement stabilized base[J]. Journal of Cleaner Production, 2023, 392: 136270.
    [23]
    盛燕萍, 贾海川, 孙仕伟, 等. 不同温度下早强低收缩水泥稳定碎石特性的试验研究[J]. 硅酸盐通报, 2019, 38(10): 3215-3220, 3228.

    SHENG Yan-ping, JIA Hai-chuan, SUN Shi-wei, et al. Experimental study on performance of early strength and low shrinkage cement stabilized macadam at different temperatures[J]. Bulletin of the Chinese Ceramic Society, 2019, 38(10): 3215-3220, 3228. (in Chinese)
    [24]
    贾劲松. 级配类型对水泥稳定碎石最佳含水率及抗压性能的影响分析[J]. 公路交通科技(应用技术版), 2019, 15(9): 30-33.

    JIA Jin-song. Analysis of the influence of gradation type on the optimum moisture content and compressive properties of cement-stabilized macadam[J]. Journal of Highway and Transportation Research and Development (Application Technology Edition), 2019, 15(9): 30-33. (in Chinese)
    [25]
    GU Zhang-yi, ZHANG Yu-qing, LOU Xue, et al. Systematical calibration and validation of discrete element models for fiber reinforced cement treated aggregates[J]. Construction and Building Materials, 2023, 392: 131832.
    [26]
    CHOI S J, YANG K H, SIM J I, et al. Direct tensile strength of lightweight concrete with different specimen depths and aggregate sizes[J]. Construction and Building Materials, 2014, 63: 132-141.
    [27]
    LYU Song-tao, YUAN Jiang, LIU Chao-chao, et al. Investigation of the fatigue modulus decay in cement stabilized base material by considering the difference between compressive and tensile modulus[J]. Construction and Building Materials, 2019, 223: 491-502.
    [28]
    吕松涛, 李亦鹏, 刘超超, 等. 基于劈裂试验的沥青混合料拉压模量同步测试方法[J]. 中国公路学报, 2017, 30(10): 1-7, 16.

    LYU Song-tao, LI Yi-peng, LIU Chao-chao, et al. Synchronous testing method for tensile and compressive moduli of asphalt mixture based on splitting test[J]. China Journal of Highway and Transport, 2017, 30(10): 1-7, 16. (in Chinese)
    [29]
    LYU Song-tao, LIU Chao-chao, LAN Jing-ting, et al. Fatigue equation of cement-treated aggregate base materials under a true stress ratio[J]. Applied Sciences, 2018, 8(5): 691.
    [30]
    吕松涛, 刘超超, 屈芳婷, 等. 沥青混合料疲劳性能试验与表征方法综述[J]. 中国公路学报, 2020, 33(10): 67-75.

    LYU Song-tao, LIU Chao-chao, QU Fang-ting, et al. Test methods and characterization of fatigue performance of asphalt mixtures: a review[J]. China Journal of Highway and Transport, 2020, 33(10): 67-75. (in Chinese)
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (10) PDF downloads(2) Cited by()
    Proportional views
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return