Research on Road Performance of Titanium Gypsum Used in Cement Stabilized Crushed Stone

被引:0
|
作者
Zhao, Zhizhong [1 ]
Liu, Hongzhe [1 ]
Zhao, Yulong [1 ]
Wang, Risheng [1 ]
Liu, Guiqiang [2 ]
Yang, Zhenyu [1 ]
机构
[1] Shandong Jiao Univ, Sch Transportat & Civil Engn, Jinan 250357, Shandong, Peoples R China
[2] China Railway 10th Bur Grp Co Ltd, Jinan Survey & Design Inst, Jinan 250101, Shandong, Peoples R China
关键词
D O I
暂无
中图分类号
学科分类号
摘要
In order to solve the defect of transverse cracks in cement stabilized macadam base, expansive body is produced to compensate cracks by the interaction of titanium gypsum and fly ash. We carry out road performance tests in four aspects: unconfined compressive strength, dynamic modulus of resilience, fatigue test, and small-scale full-scale test. The experimental results show that the unconfined compressive strength, dynamic modulus of resilience, and fatigue properties decrease with the increase of the content of titanium gypsum, not the higher the content, the better. Therefore, through indoor pavement performance experiments, the best mixing proportion can be obtained to meet the requirements of road base construction technical specifications; it can be seen from the full-scale test in the model box that there is an obvious expansion trend after adding titanium gypsum. Expansion increases the internal compactness and internal stress, so the crack resistance of water-stabilized base is greatly improved.
引用
收藏
页码:967 / 976
页数:10
相关论文
共 50 条
  • [41] Research on The Mechanical and Anti-cracking Properties of Cement-Desulfurization Residue Stabilized Crushed-Stones
    Zhou, Ming-kai
    Liu, Jia
    Chen, Xiao
    Fan, Zhi-yong
    ARCHITECTURE AND CIVIL ENGINEERING, 2010, 2 : 76 - 80
  • [42] Test on road performance of soils stabilized by sisal fiber and ionic soil stabilizer with cement
    Dai W.-T.
    Si Z.-H.
    Wang Z.
    Wang Q.
    Jilin Daxue Xuebao (Gongxueban)/Journal of Jilin University (Engineering and Technology Edition), 2020, 50 (02): : 589 - 593
  • [43] Experimental study on the road performance of molybdenum tailings sand stabilized with cement and fly ash
    Li, Zhimin
    Zhang, Pan
    Sun, Minghui
    Li, Zihao
    Liu, Hongbo
    Wang, Futong
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2024, 21
  • [44] Study on Road Performance of Cement-Stabilized Recycled Aggregate Base with Fiber and Rubber
    Chen, Yuanzhao
    Li, Zhenxia
    Wang, Jin
    Wang, Chaohui
    Guan, Jian
    Zhang, Lei
    Wang, Xinqi
    Hu, Xiaguang
    Zhang, Yajie
    Chen, Haijun
    Li, Yanwei
    ADVANCES IN CIVIL ENGINEERING, 2022, 2022
  • [45] Indoor Test Research on Fatigue Performance of Cement-stabilized Macadam
    Jiang Ying-jun
    Zhang Bing-yan
    Li Li-wei
    Cao Hong-hong
    INTERNATIONAL WORKSHOP ON ENERGY AND ENVIRONMENT IN THE DEVELOPMENT OF SUSTAINABLE ASPHALT PAVEMENTS, PROCEEDINGS, 2010, : 549 - 554
  • [46] Experimental Research on Pavement Performance of Cement Stabilized Base Recycled Mixture
    Li, Xuwei
    Dong, Mingming
    ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3, 2011, 94-96 : 31 - 37
  • [47] Experimental Research on the Influence of Vibration Intensity on Performance of Cement Stabilized Macadam
    Dong, Wu
    Feng, Zhongxu
    Zhao, Lijun
    5TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL SCIENCE AND CIVIL ENGINEERING (ESCE2019), 2019, 283
  • [48] Research on Performance of Sandstone Cement Stabilized Macadam Based on Vibration Method
    Ma, Qingwei
    Guo, Zhongyin
    Yang, Chenguang
    Guo, Ping
    Dong, Bo
    CICTP 2021: ADVANCED TRANSPORTATION, ENHANCED CONNECTION, 2021, : 766 - 776
  • [49] Effect of stone powder on the rheological and mechanical performance of cement-stabilized marine clay/sand
    Bayesteh, Hamed
    Sharifi, Mahdi
    Haghshenas, Ali
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 262 (262)
  • [50] Research on the Performance of Titanium Gypsum Concrete Based on Calcium-Silicon-Sulfur Ratio
    Guo, Lixia
    Wang, Weikai
    Zhong, Ling
    Guo, Yuhang
    JOURNAL OF RENEWABLE MATERIALS, 2023, 11 (01) : 423 - 434