Permeability and P-wave velocity change in granitic rocks under freeze-thaw cycles

被引:10
|
作者
Takarli, M. [1 ]
Prince, W. [1 ]
机构
[1] INSA Rennes, Dept Civil Engn, Lab Civil & Mech Engn, 20 Ave Buttes Coesmes, F-35043 Rennes, France
关键词
Granite; temperature variation; Freeze-thaw; Permeability; P-wave velocity;
D O I
10.1080/17486020701377132
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
An extensive experimental investigation of microstructural changes in granites under freeze-thaw cycles using permeability and P-wave velocity measurements is described. Two types of natural granite rocks are considered and tested under dry and saturated conditions. The specimens were subjected to 200 heating-cooling cycles (-20 degrees C/+ 20 degrees C); each cycle had a duration of 24 h. The results indicate that the ageing process decreases the permeability and the P-wave velocity. The reduction in P-wave velocity is likely to be due to microcrack development (material damage). In dry samples, the microcracks result from the repeated differential contraction-dilatation of the mineral components. In water-saturated samples, there is an additional effect of freezing and thawing of water in the porous network. The decrease in permeability in the dry samples is due to partial closure of existing microcracks. In water-saturated samples, there was no increase in the permeability. A physically acceptable explanation is that new microcracks are not necessarily connected with those that already exist. Therefore the physicochemical process resulting from water-rock interactions also affects the permeability. This phenomenon reduces fluid flow in the material.
引用
收藏
页码:227 / 234
页数:8
相关论文
共 50 条
  • [1] Determination of P-wave Velocity of Carbonate Building Stones During Freeze-Thaw Cycles
    Amirkiyaei, Vahid
    Ghasemi, Ebrahim
    Faramarzi, Lohrasb
    [J]. GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2020, 38 (06) : 5999 - 6009
  • [2] Water absorption and P-wave velocity changes during freeze-thaw weathering process of crosscut travertine rocks
    Celik, Mustafa Yavuz
    [J]. ENVIRONMENTAL EARTH SCIENCES, 2017, 76 (12)
  • [3] Determination of P-wave Velocity of Carbonate Building Stones During Freeze–Thaw Cycles
    Vahid Amirkiyaei
    Ebrahim Ghasemi
    Lohrasb Faramarzi
    [J]. Geotechnical and Geological Engineering, 2020, 38 : 5999 - 6009
  • [4] The effect of microstructural evolution on the permeability of sandstone under freeze-thaw cycles
    Zhou, Xiao-Ping
    Li, Chang-Qing
    Zhou, Lun-Shi
    [J]. COLD REGIONS SCIENCE AND TECHNOLOGY, 2020, 177
  • [5] Permeability of asphalt mixtures exposed to freeze-thaw cycles
    Xu, Huining
    Guo, Wei
    Tan, Yiqiu
    [J]. COLD REGIONS SCIENCE AND TECHNOLOGY, 2016, 123 : 99 - 106
  • [6] Effect of Freeze-Thaw Cycles on Hydraulic Permeability of GCL
    Liu Z.-B.
    Liu F.
    Zhang S.-J.
    Bai M.
    [J]. Dongbei Daxue Xuebao/Journal of Northeastern University, 2020, 41 (07): : 1027 - 1032
  • [7] Permeability Anisotropy of Loess under Influence of Dry Density and Freeze-Thaw Cycles
    Lu, Jie
    Wang, Tie-Hang
    Cheng, Wen-Chieh
    Yang, Tao
    Luo, Yang
    [J]. INTERNATIONAL JOURNAL OF GEOMECHANICS, 2019, 19 (09)
  • [8] Water absorption and P-wave velocity changes during freeze–thaw weathering process of crosscut travertine rocks
    Mustafa Yavuz Çelik
    [J]. Environmental Earth Sciences, 2017, 76
  • [9] Properties of modified loess under freeze-thaw cycles
    Lü, Qingfeng
    Li, Xiaoyuan
    Zhao, Yanxu
    Wang, Shengxin
    [J]. Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2014, 45 (03): : 819 - 825
  • [10] A Damage Model of Concrete under Freeze-Thaw Cycles
    卫军
    [J]. Journal of Wuhan University of Technology(Materials Science), 2003, (03) : 40 - 42