期刊文献+

岩体错动带抗剪强度参数的Beta概率分布 被引量:8

Beta Probability Distribution of Shear Strength Parameters of Weakness Interlayers in Rockmass
下载PDF
导出
摘要 分析了多个实际工程错动带抗剪强度参数的分布特点和Beta分布的优点,认为Beta分布可有效地拟合错动带黏聚力和摩擦系数的分布规律,探讨了Beta分布参数的确定方法。根据白鹤滩水电站31组错动带的黏聚力和摩擦系数,得到了两者的Beta分布概率密度函数,很好地解决了正态分布和对数正态分布数据负值和无限的问题,且具有良好的灵活性,可根据实际错动带抗剪强度参数的样本数据反映其右偏态、正态或左偏态。采用A-D法检验了错动带抗剪强度参数的Beta分布概率密度函数,通过偏转换法得到了转换后的A-D检验统计量,并与相应的临界值进行对比,结果表明白鹤滩水电站错动带抗剪强度参数服从Beta分布。 The distribution characteristics of the weak interlayers in rockmass of several projects and the advantages of Beta distribution are analyzed. It reflects that the Beta distribution can effectively fit the distribution of the cohesion strength and coefficient factors of the weak interlayers. The methods for determining the parameters in Beta distribution are discussed. The Beta probability density functions of the cohesion strength and coefficient factors of the weak interlayers are derived according to 31 groups of test results in Baihetan Power Station. Compared with normal distribution and lognormal distribution,the Beta distribution is found to be effective in avoiding negative and infinite parameters. It has flexibility in reflecting the real distribution with right skewness,normality or left skewness. A-D test is carried out to test the Beta probability density functions of the shear strength parameters of the weak interlayers.The A-D test statistics obtained by biased transformation method are compared with the critical value,which indicates that Beta distribution is suitable for fitting the shear strength parameters of the weak interlayers in Baihetan Power Station.
作者 鲁燕儿 刘勇
出处 《地下空间与工程学报》 CSCD 北大核心 2014年第6期1250-1256,共7页 Chinese Journal of Underground Space and Engineering
基金 国家自然科学基金(11102219)
关键词 错动带 概率密度函数 BETA分布 黏聚力 摩擦系数 weakness interlayer probability density function Beta distribution cohesion strength coefficient factor
  • 相关文献

参考文献19

  • 1江权,冯夏庭,周辉,赵阳,徐鼎平,黄可,江亚丽.层间错动带的强度参数取值探讨[J].岩土力学,2011,32(11):3379-3386. 被引量:23
  • 2Hass C, Einstein H H. Updating the decision aids for tunneling [ J ]. Journal of Construction Engineering andManagement, 2002, 128( 1 ) : 40-48.
  • 3Ruwanpura J Y, Abourizk S M, Allouche M. Analytical methods to reduce uncertainty in tunnel construction projects [ J]. Canadian Journal of Civil Engineering, 2004, 31 (2) :345-360.
  • 4Dasaka S M, Zhang L M. Spatial variability of in situ weathered soil [ J] . Geotechnique, 2012, 62 (5) : 375 -384.
  • 5严春风,刘东燕,张建辉,朱可善.岩土工程可靠度关于强度参数分布函数概型的敏感度分析[J].岩石力学与工程学报,1999,18(1):36-39. 被引量:82
  • 6Fenton G A, Griffiths D V. Risk assessment in geotech- nical engineering [ M ]. London: John Wiley & Sons, Inc. 2008.
  • 7谭忠盛,高波,关宝树.隧道围岩抗剪强度指标c,tanφ的概率特征[J].岩土工程学报,1999,21(6):760-762.
  • 8陈立宏,陈祖煜,刘金梅.土体抗剪强度指标的概率分布类型研究[J].岩土力学,2005,26(1):37-40. 被引量:121
  • 9张贵金,徐卫亚.岩土工程风险分析及应用综述[J].岩土力学,2005,26(9):1508-1516. 被引量:27
  • 10Low B K. Efficient probabilistie algorithm illustrated for a rock slope [J]. Rock Mechanics and Rock Engineer- ing, 2008, 41(5): 715-734.

二级参考文献102

共引文献238

同被引文献82

引证文献8

二级引证文献28

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部