The Research of Shear Creep Behaviors of Saturated Sericite-Quartz Phyllite

被引:0
|
作者
Ren, Guang Ming [1 ]
Ma, Xin Lei [1 ]
Ren, Bo Wen [1 ]
Xia, Min [1 ]
机构
[1] Chengdu Univ Technol, State Key Lab Geol Hazard Prevent & Engn Geol Env, Chengdu 610059, Peoples R China
关键词
Phyllite; Shear creep; Softening effect; Creep parameters; ROCK; DEFORMATION; TESTS; MODEL;
D O I
10.1007/978-3-319-09060-3_158
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Along with the thorough development of underground engineering, people pay more attention on the long-term deformation stability of the tunnels. However, creep characteristic is an important factor to arouse surrounding rock deformation failures and control engineering designs. Phyllite is a common soft rock in engineering practice, when sample is saturated, water will not only impose the softening effect on phyllite, but also it will influence their creep mechanical properties under the long-term loads. In this paper, selecting samples from headrace tunnel GaoPingpu hydropower station in China, we carried out the shear creep test of saturated phyllite along the schistosity surface under different stress levels. Further, we systematically analyzed and compared the test results with the samples in air-dried conditions, and found that water has great effects on the strength of phyllite: the long-term strength and yield stress of saturated phyllite are only 70-78 and 75-89 % of the air-dried ones respectively. At the same time, based on the Burgers creep model, we discussed the impacts of water on the creep parameters' values of phyllite. This result can provide a theoretical basis to calculate the creep deformation of the tunnel surrounding rocks.
引用
收藏
页码:875 / 880
页数:6
相关论文
共 50 条
  • [21] Experiment and model research on shear rheological properties of saturated sandstone
    Xu, Hui
    Hu, Bin
    Tang, Huiming
    Chen, Jingli
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (SUPPL. 1): : 2775 - 2781
  • [22] Research Advances in Seismic Behaviors of Shear Wall with Opening
    Gong, Liyan
    Chen, Jianwei
    Su, Youpo
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV, 2014, 580-583 : 1443 - 1448
  • [23] Experimental study of monotonic shear behaviors of saturated sands under complex stress conditions
    Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China
    不详
    不详
    Yantu Lixue/Rock and Soil Mechanics, 2007, 28 (SUPPL.): : 21 - 28
  • [24] Dynamic Responses and Failure Behaviors of Saturated Rocks Subjected to Repetitive Compression–Shear Impacting
    Hongbo Du
    Feng Dai
    Ang Li
    Ruochen Jiang
    Rock Mechanics and Rock Engineering, 2023, 56 : 4697 - 4714
  • [25] Experimental study of monotonic shear behaviors of saturated sands under complex stress conditions
    Leng Yi
    Xu Cheng-shun
    Luan Mao-tian
    Ma Tai-lei
    ROCK AND SOIL MECHANICS, 2007, 28 : 21 - 28
  • [26] Effect of initial static shear stress on liquefaction and large deformation behaviors of saturated silt
    Zhou Z.-L.
    Chen G.-X.
    Wu Q.
    Chen, Guo-Xing (gxc6307@163.com), 2017, Academia Sinica (38): : 1314 - 1320
  • [27] Research of shear resistance static behaviors of steel-plate shear walls with slits
    School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
    Harbin Gongye Daxue Xuebao, 2006, 12 (2054-2059):
  • [28] Experimental research on shear behaviors for concrete column strengthened with CFS
    Zhao, Shuhong
    Li, Quanwang
    Ye, Lieping
    Zhang, Ke
    Yue, Qingrui
    Gongye Jianzhu/Industrial Construction, 2000, 30 (02): : 12 - 15
  • [29] Experimental research on shear behaviors for concrete beam strengthened with fiber
    Shi, Li-Yuan
    Ai, Jun
    Yao, Jiang-Feng
    Nanjing Hangkong Hangtian Daxue Xuebao/Journal of Nanjing University of Aeronautics and Astronautics, 2004, 36 (04): : 454 - 457
  • [30] Dynamic Responses and Failure Behaviors of Saturated Rocks Subjected to Repetitive Compression-Shear Impacting
    Du, Hongbo
    Dai, Feng
    Li, Ang
    Jiang, Ruochen
    ROCK MECHANICS AND ROCK ENGINEERING, 2023, 56 (07) : 4697 - 4714