[1]汪益敏,王秉纲.公路土质路基边坡坡面冲刷稳定性的模糊综合评价[J].中国公路学报, 2005,18(1):2429.
WANG Yimin,WANG Binggang.Fuzzy evaluation method of scouring stability on soil subgrade slop[J].China Journal of Highway and Transport,2005,18(1):2429.
[2]郝建新,林雄斌,姜言松.基于神经网络的边坡冲刷稳定性综合评价[J].水运工程,2007(2):1113.
HAO Jianxin,LIN Xiongbin,JIANG Yansong.Comprehensive evaluation of slope erosion stability based on neural network[J].Port & Waterway Engineering,2007(2):1113.
[3]张春海,魏玉峰,郝建新.基于神经网络的边坡冲刷稳定性综合评价[J].建筑与工程,2007(3):7475.
ZHANG Chunhai,WEI Yufeng,HAO Jianxin.The compositive evaluation of slope in erosion based on article neural network[J].Architecture and Engineering,2007(3):7475.
[4] Poston T,Stewart I.Catastrophe theory and its application[M].London:Pitman,1978.
[5]Aerts D,Czachor M,Gabora L,et al.Quantum morphogenesis:a variation on Thom's catastrophe theory[J].Physical Review E,2003,67(5):1-13.
[6]Britol,Fiolhais M,Paixaoj.Cylinder on an incline as a fold catastrophe system[J].European Journal of Physical,2003,24(2):115-123.
[7]Anthony N K.Dynamic buckling of simple two-bar frames using catastrophe theory[J].International Journal of Nonlinear Mechanics,2002,37:1249-1259.
[8]左宇军,李夕兵,马春德,等.动静组合载荷作用下岩石失稳破坏的突变理论模型与试验研究[J].岩石力学与工程学报,2005,24(5):741-746.
ZUO Yu-jun,LI Xi-bing,MA Chun-de,et al.Catastrophic model and testing study on failure of static loading rock system under dynamic loading[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(5):741-746.
[9]罗红明,唐辉明,胡 斌,等.基于突变理论的反倾层状岩石边震稳定性研究[J].中国农村水利水电,2007(10):58-60.
LUO Hong-ming,TANG Hui-ming,HU Bin,et al.Study on the stability of the counter-tilt stratified rock slope based on catastrophic theory[J].China Rural Water and Hydropower,2007(10):58-60.
[10]龙 辉,秦四清,万志清.降雨触发滑坡的尖点突变模型[J].岩石力学与工程学报,2002,21(4):502-508.
LONG Hui,QIN Si-qing,WAN Zhi-qing.Catastrophe analysis of rainfall-induced landslides[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(4):502-508.
[11]赵志锋,徐卫亚.基于突变理论的边坡安全稳定性综合评价[J].岩石力学与工程学报, 2007,26(增1):2707-2712.
ZHAO Zhi-feng,XU Wei-ya.Comprehensive assessment of slope safety and stability based on catastrophe theory[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(S1):2707-2712.
[12]梁桂兰,徐卫亚,何育智,等.突变级数法在边坡稳定综合评判中的应用[J].岩土力学, 2008,29(7):1895-1899.
LIANG Gui-lan,XU Wei-ya,HE Yu-zhi,et al.Application of catastrophe progression method tocomprehensive evaluation of slope stability[J].Rock and Soil Mechanics,2008,29(7):1895-1899.