基于人工蜂群算法的水平条分法边坡稳定性分析
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摘要
根据极限平衡原理,推导出了适合地震作用下成层状岩土体边坡稳定性计算的水平条分法公式,并将人工蜂群算法用于水平条分法边坡最危险滑动面搜索,提出了基于人工蜂群算法的边坡稳定性的极限平衡水平条分法.算例分析表明,该方法能快速搜索到全局最优解,稳定性计算结果是可靠的,适合成层状岩土体边坡稳定性分析.
According to the basic principle of limit equilibrium method,the formula of horizontal slice method is derived for the stability analysis of layered strata slopes under the action of earthquake.We introduce artificial bee colony algorithm into searching for the most dangerous sliding surface in slope for horizontal slice method and develop the limit equilibrium horizontal slice method of slope stability based on artificial bee colony algorithm.The example shows that this method is able to find out the global optimal solution rapidly and has reliable computation results,which is suitable for the stability analysis of layered strata slopes.
According to the basic principle of limit equilibrium method,the formula of horizontal slice method is derived for the stability analysis of layered strata slopes under the action of earthquake.We introduce artificial bee colony algorithm into searching for the most dangerous sliding surface in slope for horizontal slice method and develop the limit equilibrium horizontal slice method of slope stability based on artificial bee colony algorithm.The example shows that this method is able to find out the global optimal solution rapidly and has reliable computation results,which is suitable for the stability analysis of layered strata slopes.
引文
[1]中交第二公路勘察设计研究院.JTG D30-2004公路路基设计规范[S].北京:人民交通出版社,2004.
[2]交通部公路规划设计院.JTJ044-89公路工程抗震设计规范[S].北京:人民交通出版社,1989.
[3]中国水利水电科学研究院.DL5073-2000水工建筑物抗震设计规范[M].北京:中国电力出版社,2000.
[4]中华人民共和国铁道部.GB50111-2006铁路工程抗震设计规范[S].北京:中国计划出版社,2006.
[5]陈昌富,杨宇,龚晓南.基于遗传算法地震荷载作用下边坡稳定性分析水平条分法[J].岩石力学与工程学报,2003,22(11):1919-1923.
[6]Lo S C R,Xu D W.A strain－based design methodfor the collapselimit state of reinforced soil walls or slopes[J].CanadianGeotechnical Journal,1992,19(5):832-842.
[7]Ling H I,Leshchinsky D,Perry E B.Seismic design and perfor－mance of geosynthetic－reinforced soil structures[J].Geotechnique,1997,47(5):933-973.
[8]Shahgholi M,FakherA,Jones C J F P.Horizontal slice method ofanalysis[J].Geotechnique,2001,51(10):881-885.
[9]Nouri H,Fakher A,Jones C J F P.Development of horizontalslice methodfor seismic stability analysis of reinforced slopes andwalls[J].Geotextiles and Geomembranes,2006,24(2):175-187.
[10]沈振中,崔娟,任华春.土石坝抗震稳定性分析的极限平衡水平条分法[J].南水北调与水利科学,2011,9(6):146-166.
[11]陈昌富,杨宇.边坡稳定性分析水平条分法及其进化计算[J].湖南大学学报(自然科学版),2004,31(3):72-74.
[12]钱家欢,殷宗泽.土工原理与计算[M].北京:水利电力出版社,1994.
[13]陈祖煜.土质边坡稳定性分析原理、方法、程序[M].北京:中国水利水电出版社,2003.
[14]Morgenstern N R,Price V E.The analysis of the stability ofgeneral slip surface[J].Geotechnique,1965,15(1):79-93.
[15]Karaboga D,Basturk B.On the performance of artificial beecolony(ABC)algorithm[J].Applied Soft Computing,2008,8(1):687-697.
[16]康飞,李俊杰,马震岳.基于人工蜂群算法的边坡最危险滑动面搜索[J].防灾减灾工程学报,2011,31(2):166-172.
[17]Chen Guangzhou,Wang Jiaquan,Li Chuanjun.Identification ofparameters in kinetic models using artificial bee colony algorithm[J].Advances in InformationTechnology and Industry Applica－tions,2012(136):323-329.
[18]岳云力.基于改进人工蜂群算法的机组组合优化方法[D].杭州:浙江大学,2012.
[2]交通部公路规划设计院.JTJ044-89公路工程抗震设计规范[S].北京:人民交通出版社,1989.
[3]中国水利水电科学研究院.DL5073-2000水工建筑物抗震设计规范[M].北京:中国电力出版社,2000.
[4]中华人民共和国铁道部.GB50111-2006铁路工程抗震设计规范[S].北京:中国计划出版社,2006.
[5]陈昌富,杨宇,龚晓南.基于遗传算法地震荷载作用下边坡稳定性分析水平条分法[J].岩石力学与工程学报,2003,22(11):1919-1923.
[6]Lo S C R,Xu D W.A strain－based design methodfor the collapselimit state of reinforced soil walls or slopes[J].CanadianGeotechnical Journal,1992,19(5):832-842.
[7]Ling H I,Leshchinsky D,Perry E B.Seismic design and perfor－mance of geosynthetic－reinforced soil structures[J].Geotechnique,1997,47(5):933-973.
[8]Shahgholi M,FakherA,Jones C J F P.Horizontal slice method ofanalysis[J].Geotechnique,2001,51(10):881-885.
[9]Nouri H,Fakher A,Jones C J F P.Development of horizontalslice methodfor seismic stability analysis of reinforced slopes andwalls[J].Geotextiles and Geomembranes,2006,24(2):175-187.
[10]沈振中,崔娟,任华春.土石坝抗震稳定性分析的极限平衡水平条分法[J].南水北调与水利科学,2011,9(6):146-166.
[11]陈昌富,杨宇.边坡稳定性分析水平条分法及其进化计算[J].湖南大学学报(自然科学版),2004,31(3):72-74.
[12]钱家欢,殷宗泽.土工原理与计算[M].北京:水利电力出版社,1994.
[13]陈祖煜.土质边坡稳定性分析原理、方法、程序[M].北京:中国水利水电出版社,2003.
[14]Morgenstern N R,Price V E.The analysis of the stability ofgeneral slip surface[J].Geotechnique,1965,15(1):79-93.
[15]Karaboga D,Basturk B.On the performance of artificial beecolony(ABC)algorithm[J].Applied Soft Computing,2008,8(1):687-697.
[16]康飞,李俊杰,马震岳.基于人工蜂群算法的边坡最危险滑动面搜索[J].防灾减灾工程学报,2011,31(2):166-172.
[17]Chen Guangzhou,Wang Jiaquan,Li Chuanjun.Identification ofparameters in kinetic models using artificial bee colony algorithm[J].Advances in InformationTechnology and Industry Applica－tions,2012(136):323-329.
[18]岳云力.基于改进人工蜂群算法的机组组合优化方法[D].杭州:浙江大学,2012.
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