Repeated Uniaxial Compression Test of Permeable Friction Courses Mixtures under Seepage Field and Stress Field Coupling

被引:1
|
作者
Xingmei, Zhang [1 ,2 ]
Yarui, Li [1 ]
Datian, Yang [1 ]
机构
[1] Chongqing Jiaotong Univ, Coll Civil Engnieering, Chongqing 400074, Peoples R China
[2] Chongqing Radio & TV Univ, Chongqing 400052, Peoples R China
关键词
Friction;
D O I
10.1155/2022/2943138
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In order to study the variations of the non-Darcy flow permeability coefficient and the porosity of permeable friction courses (PFCs), as well as the effects of the coupled seepage and stress fields on them, repeated uniaxial compression tests were carried out under the coupled action of water and a load. A set of water and load coupling tests were conducted, and a non-Darcy flow permeability coefficient tester was also made. After the PFC-13 specimen was carried out by the repeated uniaxial compression test under the water and load coupling, the total air void ratio and effective air void ratio were measured by the vacuum sealing method, and the non-Darcy flow permeability coefficients were obtained by a non-Darcy flow permeability coefficient tester. It was found that the coupled action of water and a load caused the total air void ratio, effective air void ratio, and permeability coefficient to sharply increase and reduced the number of repeated uniaxial compression cycles. These results are helpful for the design, construction, and maintenance of PFC mixtures.
引用
收藏
页数:12
相关论文
共 50 条
  • [1] The Study of Coupling Law of Stress field / Seepage Field in Permeable Stratum Medium
    Zhou Zhijun
    Zhao Min
    2011 ASIA-PACIFIC POWER AND ENERGY ENGINEERING CONFERENCE (APPEEC), 2011,
  • [2] ATheoretical and Applied Study of Seepage under Coupling Between Seepage Field and Stress Field
    黄涛
    杨立中
    寇川
    Journal of Southwest Jiaotong University, 1999, (02) : 181 - 189
  • [3] The Finite Element Analysis of Coupling Law of Stress Field / Seepage Field in permeable Stratum Medium
    Huang, Youquan
    ADVANCED RESEARCH ON MECHANICAL ENGINEERING, INDUSTRY AND MANUFACTURING ENGINEERING, PTS 1 AND 2, 2011, 63-64 : 597 - 602
  • [4] The Finite Element Analysis of Coupling Law of single phase Stress Field/Seepage Field in permeable Stratum Medium
    Mei, Yufen
    FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8, 2011, 71-78 : 3067 - 3070
  • [5] Study on the Stability of Rock Slope Under the Coupling of Stress Field, Seepage Field, Temperature Field and Chemical Field
    Dengxing Qu
    Yi Luo
    Xinping Li
    Gang Wang
    Guang Zhang
    Kun Xu
    Arabian Journal for Science and Engineering, 2020, 45 : 8315 - 8329
  • [6] Study on the Stability of Rock Slope Under the Coupling of Stress Field, Seepage Field, Temperature Field and Chemical Field
    Qu, Dengxing
    Luo, Yi
    Li, Xinping
    Wang, Gang
    Zhang, Guang
    Xu, Kun
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2020, 45 (10) : 8315 - 8329
  • [7] Arch dam and skewback and dam abutment rock mass deformation under seepage field and stress field coupling
    Wang, Huan Ling
    He, Miao
    2011 INTERNATIONAL CONFERENCE ON FUZZY SYSTEMS AND NEURAL COMPUTING (FSNC 2011), VOL II, 2011, : 65 - 68
  • [8] Arch Dam and Skewback and Dam Abutment Rock Mass Deformation under Seepage Field and Stress Field Coupling
    Wang, Huan Ling
    He, Miao
    2011 INTERNATIONAL CONFERENCE OF ENVIRONMENTAL SCIENCE AND ENGINEERING, VOL 12, PT A, 2012, 12 : 561 - 567
  • [9] Research on coupling seepage field and stress field analyses of underwater shield tunnel
    Xu Jin-hua
    He Chuan
    Xia Wei-yang
    ROCK AND SOIL MECHANICS, 2009, 30 (11) : 3519 - +
  • [10] The Study of Coupling Law of Stress Field/Seepage Field in Impermeable Stratum Medium
    Li Jingyan
    ACHIEVEMENTS IN ENGINEERING MATERIALS, ENERGY, MANAGEMENT AND CONTROL BASED ON INFORMATION TECHNOLOGY, PTS 1 AND 2, 2011, 171-172 : 125 - 130