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用随机—模糊线性回归方法确定岩石抗剪参数
引用本文:李胡生,魏国荣.用随机—模糊线性回归方法确定岩石抗剪参数[J].同济大学学报(自然科学版),1993,21(3):421-429.
作者姓名:李胡生  魏国荣
作者单位:同济大学地下建筑与工程系,上海冶金高等专科学校
基金项目:国家自然科学基金,中科院地质所工程地质力学开放实验室资助课题
摘    要:

关 键 词:岩石力学  抗剪强度  随机变量  参数

To Determine Rock Shear Strength Parameters Using Random-fuzzy Linear Regression Method
Li Husheng.To Determine Rock Shear Strength Parameters Using Random-fuzzy Linear Regression Method[J].Journal of Tongji University(Natural Science),1993,21(3):421-429.
Authors:Li Husheng
Institution:Li Husheng (Department of Geotechnical Engineering) Wei Guorong (Shanghai Technical College of Metallurgy)
Abstract:The rock shear strength parameters are considered to be random-fuzzy variables including both random error and fuzzy error. Thcir uncertainties are discussed in this paper. A random-fuzzy linear regression method is presented to determine the rock shear strength parameters on the basis of rock shear tests samples. The corresponding formulae are deduced. The current random linear regresslon method is proved to be a special case of the proposed random-fuzzy linear regression method. In this paper the results obtained from a computing example are given. The recommended method which is more realistic and better than the conventional ones is shown.
Keywords:Rock mechanics  Shear parameters  Rando-mfuzzy variables  Statistics method  
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