基于模糊集理论的海塘稳定可靠度研究
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
针对海塘边坡稳定性分析中因忽略参数空间变化等因素产生的分析结果偏于不安全的倾向,提出了一种计算模糊随机可靠度的简化方法。首次引入“正态模糊数”来描述所选重要参数的计算区间,采用简化B ishop法与“模糊顶点法”相结合的方法计算边坡稳定的安全系数密度函数,然后根据大量边坡实例统计结果的构造函数得到安全系数的戒下型隶属函数,最终计算获得边坡稳定的模糊随机可靠度评价。结果分析表明,传统可靠度分析结果偏于不安全,而利用模糊随机可靠度来评价边坡稳定状况更趋于合理性。
To investigate the randomness and vagueness implicit in the slope stability analysis,a new approach using fuzzy-random reliability is developed to analyze the stability of engineering slopes.The Simplified Bishop method is adopted to calculate the safety factor of slopes,and a fuzzy method called "normal fuzzy set" is introduced for the first time to describe the fuzzy parameters which were chosen according to their importance in Simplified Bishop method and to calculate the credibility function of safety factor.A membership function called guard-down function is constructed according to statistical data from actual slopes.And the fuzzy-random reliability of slope stability was finally obtained.It is found that results of the traditional reliability method are less securable and those of fuzzy-random reliability method are more reasonable.
引文
[1]黄烈佳.耕地保护面临的形势及其对策研究[J].资源开发与市场,2006,22(3):267~270.
    [2]G riffiths D V,Fen ton G A.P robab ilistic slope stab ility ana lysis by fin ite elem en ts[J].Journa l of G eotechn ica l andG eoenv ironm en ta l Eng ineering,2004,130(5):507~517.
    [3]Juang C H.S tab ility ana lysis of ex isting slopes considering uncerta in ty[J].Eng ineering G eo logy,1998,49:111~122.
    [4]R oss T J.Fuzzy log ic w ith eng ineering app lications[J].M cG raw-H ill,chapter,1995,2:17~45.
    [5]D odagoudar G R,V enkatacha lam G.R eliab ility ana lysis of slopes using fuzzy sets theory[J].C om pu ters andG eotechn ics,2000,27:101~115.
    [6]E l-R am ly H,M orgenstern N R,C ruden D.P robab ilistic stab ility ana lysis for practice[J].C anad ian G eotechn ica lJourna l,2002,39:665~683.
    [7]谭晓慧.边坡稳定分析的模糊概率法[J].合肥工业大学学报(自然科学版),2001,24(3):442~446.
    [8]徐卫亚,蒋中明,石安池.基于模糊集理论的边坡稳定性分析[J].岩土工程学报,25(4):409~413.
    [9]冯夏庭.智能岩石力学导论[M].北京:科学出版社,2000.199~255.
    [10]郑颖人.边坡稳定分析的一些进展[J].地下空间,2001,21(4):262~271.
    [11]陈祖煜.土质边坡稳定分析原理.方法.程序[M].北京:中国水利水电出版社,2003.
    [12]张旭辉,徐日庆,龚晓南.圆弧条分法边坡稳定计算参数的重要性分析[J].岩土力学,2002,23(3):372~374.
    [13]王光远.结构模糊随机可靠度的实用计算方法[J].地震工程与工程振动,1995,15(3):38~46.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心