• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
GAO Zhaoning, YAO Lingkan, XU Guangxing, WANG Guangjun. Researches on evolution of sliding surface with pattern dynamics[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 866-871.
Citation: GAO Zhaoning, YAO Lingkan, XU Guangxing, WANG Guangjun. Researches on evolution of sliding surface with pattern dynamics[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 866-871.

Researches on evolution of sliding surface with pattern dynamics

More Information
  • Published Date: June 14, 2007
  • Landslides generally occur on the main slide surface with the lowest strength among the discontinuities.Evaluation of sliding surface is considered as an extensively dissipative dynamic complex system varying in time and space and there are mass and energy exchanges between the sliding surface and the external environment.In the process of evolution,sliding surface represents a self-organized criticality(SOC) phenomenon far away from the equilibrium state.SOC is the dynamic attractor in the process of slide surface penetrating.With the help of pattern dynamic model,the “domino-effect” and the “chain reaction” process of slide surface failure were analyzed.A kind of auto-amplifying interacting link process among damage units was described with deterministic,irreversible,nonlinear,and non-local dynamic rules without characteristic scale.Distribution functions φ(p) and ξ(p) were introduced to describe the distributions of fracture attractive domain in phase space.Finally,the potential destructive patterns of sliding surfaces with different damage ratio were discussed.
  • Related Articles

    [1]Relationship models between the secant modulus and maximum and minimum principal stresses of nonlinear elastic rocks[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240387
    [2]Experimental Study on Elastic Deformation Property of Geomembrane used as barrier in Upper Reservoir of Pumped Storage Power Station[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240239
    [3]LIU Jiacai, ZAI Jinmin, MEI Guoxiong, GAO Hong. Consolidation analysis of visco-elastic soil around a driven pile[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(9): 1361-1365.
    [4]ZHAO Minghua, ZHANG Ling, MA Binhui, ZHAO Heng. Nonlinear analysis of beams on elastic foundation with consideration of horizontal resistance[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(7): 985-990.
    [5]YU Jin, ZHAO Xiaobao, ZHAO Weibing, LI Xiaozhao, GUAN Yunfei. Improved nonlinear elastic constitutive model for normal deformation of rock fractures[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1316-1321.
    [7]ZHANG Jiru, TANG Baofu. Hyperbolic function model to analyze load transfer mechanism on bolts[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 188-192.
    [8]Zhang Wu, Zhang Xianhong. Elastic Models of Jointed Rock Masses[J]. Chinese Journal of Geotechnical Engineering, 1987, 9(4): 33-44.
    [9]Qian Shouyi, Zhang Gen de. A Nonlinear Elastic-hardening Plastic Cap Model[J]. Chinese Journal of Geotechnical Engineering, 1982, 4(3): 70-80.
    [10]SU He-yuan. 抽、灌水作用下上海土层变形特征的探讨[J]. Chinese Journal of Geotechnical Engineering, 1979, 1(1): 24-35.

Catalog

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return