Feng Xiating, Wang Yongjia. Nonlinear estimation of rock joint mechanical parameters[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(3): 12-16.
    Citation: Feng Xiating, Wang Yongjia. Nonlinear estimation of rock joint mechanical parameters[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(3): 12-16.

    Nonlinear estimation of rock joint mechanical parameters

    More Information
    • Published Date: May 27, 1999
    • Aperture and roughness are two of the most important parameters in jointed rockmass mechanics and joint seepage mechanics. In this paper, a new method is proposed to establish nonlinear relationship between normal aperture and shear displacement in joint shear tests, which is described by a BP neural network NN( n,h 1,h 2,1). The model built from measured data of the shorter specimens obtained by cutting the longer specimens in the same length can be generalized to predict normal aperture of joints in the longer specimens. Fractal analysis was conducted for 37 joint profiles measured in site. A regressive formula was built for describing relationship between fractal dimensions and JRC values. The results indicate that these joints have fractal structure and the obtained formula can be used to fractal estimation for JRC values.
    • Related Articles

      [1]CHU Zhao-fei, LIU Bao-guo, LI Xu, ZHANG Ning. Comparison between quantile value method and partial factor method for stability evaluation of soil slopes[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(1): 106-115. DOI: 10.11779/CJGE201701009
      [2]LI Xi, ZHANG Sheng, SHENG Dai-chao, MA Xin-yan. Reasonable sample capacity for grain-size analysis tests based on sampling reliability[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 2122-2127. DOI: 10.11779/CJGE201611024
      [3]Reliability of underground caverns based on genetic algorithm and support vector machine[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(7).
      [4]CAO Wengui, ZHANG Yongjie. Study on reliability model of fuzzy probability of underground structure with interval-truncation approach[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1455-1459.
      [5]ZHAO Shougang, CHANG Xiangqian, PAN Shu. Reliability analysis of seepage stability on standard dyke of Yellow River[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 684-689.
      [6]ZHANG Wenju, ZHAO Qihua, LIU Jingjing. Reliability design of anchoring depth for friction piles[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(12): 2153-2155.
      [7]LIU Zhixiang, LI Xibing, ZHANG Yiping. Reliability analysis of high level backfill based on chaotic optimization[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(3): 348-352.
      [8]WU Peng, GONG Weiming, LIANG Shuting. Reliability of self-balanced test method for determining bearing capacity of piles[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(5): 545-548.
      [9]Wang Mingwu, Luo Guoyu. Application of reliability analysis to assessment of sand liquefaction potential[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(5): 542-544.
      [10]Wang Jiachen, Tan Wenhui, Ning Ke. The reliability research on the working slope of North Surface Coal Mine of Yima Coal Administration[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 108-111.

    Catalog

      Article views PDF downloads Cited by()
      Related

      /

      DownLoad:  Full-Size Img  PowerPoint
      Return
      Return