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曹文贵, 赵明华, 刘成学. 岩石损伤统计强度理论研究[J]. 岩土工程学报, 2004, 26(6): 820-823.
引用本文: 曹文贵, 赵明华, 刘成学. 岩石损伤统计强度理论研究[J]. 岩土工程学报, 2004, 26(6): 820-823.
CAO Wengui, ZHAO Minghua, LIU Chengxue. A study on damage statistical strength theory for rock[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 820-823.
Citation: CAO Wengui, ZHAO Minghua, LIU Chengxue. A study on damage statistical strength theory for rock[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(6): 820-823.

岩石损伤统计强度理论研究

A study on damage statistical strength theory for rock

  • 摘要: 本文从岩石微元强度服从Weibull分布的角度出发,建立了模拟岩石破裂全过程的损伤本构模型。在此基础上,根据岩石屈服或破坏的概念,重点探讨了利用多元函数求极值的方法建立岩石强度理论的途径,初步建立了一种新的岩石强度理论即岩石损伤统计强度理论及其建立方法,与实测结果及其它岩石强度理论比较表明,具有明显的优越性。

     

    Abstract: Based on that the strength of rock micro-unit obeys the Weibull random distribution, this paper presents a damage constitutive model reflecting the full process of rock failure. Then, the approach of establishing rock strength theory using the method by which the extremum is obtained for pluralistic function is discussed according to the concept of yielding or failure of rock and a rock damage statistical strength theory. A way to establish strength theory of rock have been founded elementarily. It is of obvious superiority compared with practical results and other theories.

     

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