对“斜坡失稳过程的非线性演化机制与物理预报”讨论的答复
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摘要
<正>笔者发表于《岩土工程学报》2005年第11期的"斜坡失稳过程的非线性演化机制与物理预报"一文涉及的某些问题引起潘岳教授等的深入讨论,在此表示欢迎。现在笔者就相关问题并结合最近的一些研究情况进行说明,以回答讨论文提出的若干问题。
引文
[1]秦四清,李晓.非线性库伦主动土压力分析理论[J].岩石力学与工程学报,2006,25(12):2399–2406.(QINSi-qing,LI Xiao.Nonlinear theory on Coulomb’s active earthpressure[J].Chinese Journal of Rock Mechanics andEngineering,2006,25(12):2399–2406.(in Chinese))
[2]秦四清,王思敬,孙强,等非线性岩土力学基础[M].北京:地质出版社,2008.(QIN Si-qing,WANG Si-jing,SUNQiang,et al.Foundation of nonlinear theory to rock and soilmechanics[M].Beijing:Geological Publishing House,2008.(in Chinese))
[3]张明,李仲奎.准脆性材料破裂过程失稳的尖点突变模型[J].岩石力学与工程学报,2006,25(6):1233–1239.(ZHANG Ming,LI Zhong-kui.A cusp catastrophe model ofunstable failure process of quasi-brittle materials[J].ChineseJournal of Rock Mechanics and Engineering,2006,25(6):1233–1239.(in Chinese))
[4]张明,李仲奎.关于对“准脆性材料破裂过程失稳的尖点突变模型”的探讨的回复[J].岩石力学与工程学报,2008,27(3):646–648.(Zhang Ming,Li Zhong-kui.Reply todiscussion on“A cusp catastrophe model of unstable failureprocess of quasi-brittle materials”[J].Chinese Journal ofRock Mechanics and Engineering,2008,27(3):646–648.(inChinese))
[5]张我华,陈合龙,陈云敏.降雨裂缝渗透影响下山体边坡失稳灾变分析[J].浙江大学学报(工学版),2007,41(9):1429–1435.(ZHANG Wo-hua,CHEN He-long,CHENYun-min.Catastrophe analysis for disaster of mountain slopestability affected by rainfall seepage and surface crack[J].Journal of Zhejiang University(Engineering Science),2007,41(9):1429–1435.(in Chinese))
[6]房营光.土质边坡失稳的突变模型[J].力学与实践,2004,26(4):24–27.(FANG Ying-guang.Catastrophe analysis ofsoil slope instability[J].Mechanics in Engineering,2004,26(4):24–27.(in Chinese))
[7]徐曾和,徐小荷.考虑围岩流变特性的地震尖点型突变模型[J].岩土力学,2000,21(1):24–27.(XU Zeng-he,XUXiao-he.Instability of fault earthquake in rheological mediaand cusp catastrophe[J].Rock and Soil Mechanics,2000,21(1):24–27.(in Chinese))
[8]施泽进,罗蛰潭,彭大军,等.突变理论在断层活动机理分析中的应用[J].西安地质学院学报,1996,18(1):50–55.(SHI Ze-jin,LUO Zhe-tan,PENG Da-jun,et al.Applicationof catastrophe theory to the analyses of mechanism offaulting movement[J].Journal of Xi’an College of Geology,1996,18(1):50–55.(in Chinese))
[9]殷有泉,杜静.地震过程的燕尾突变模型[J].地震学报,1994,16(4):416–422.(YIN You-quan,DU Jing.Coattailcatastrophe of earthquake process[J].Acta SeismologicaSinica,1994,16(4):416–422.(in Chinese))
[10]唐春安,徐小荷.岩石破裂过程失稳的尖点突变模型[J].岩石力学与工程学报,1990,9(2):100–107.(TANGChun-an,XU Xiao-he.A cusp catastrophic model of rockunstable failure[J].Chinese Journal of Rock Mechanics andEngineering,1990,9(2):100–107.(in Chinese))
[11]陈忠辉,徐小荷,唐春安.单轴压缩下岩石失稳破裂的突跳[J].东北大学学报,1994,15(5):476–480.(CHENZhong-hui,XU Xiao-he,TANG Chun-an.Catastrophe ofrock’s unstable failure under uniaxial compression loading[J].Journal of Northeastern University,1994,15(5):476–480.(in Chinese))
[12]谢应齐,曹杰.非线性动力学数学方法[M].北京:气象出版社,2001.(XIE Ying-qi,CAO Jie.Non-linear dynamicsmathematics method[M].Beijing:China MeteorologicalPress,2001.(in Chinese))
[2]秦四清,王思敬,孙强,等非线性岩土力学基础[M].北京:地质出版社,2008.(QIN Si-qing,WANG Si-jing,SUNQiang,et al.Foundation of nonlinear theory to rock and soilmechanics[M].Beijing:Geological Publishing House,2008.(in Chinese))
[3]张明,李仲奎.准脆性材料破裂过程失稳的尖点突变模型[J].岩石力学与工程学报,2006,25(6):1233–1239.(ZHANG Ming,LI Zhong-kui.A cusp catastrophe model ofunstable failure process of quasi-brittle materials[J].ChineseJournal of Rock Mechanics and Engineering,2006,25(6):1233–1239.(in Chinese))
[4]张明,李仲奎.关于对“准脆性材料破裂过程失稳的尖点突变模型”的探讨的回复[J].岩石力学与工程学报,2008,27(3):646–648.(Zhang Ming,Li Zhong-kui.Reply todiscussion on“A cusp catastrophe model of unstable failureprocess of quasi-brittle materials”[J].Chinese Journal ofRock Mechanics and Engineering,2008,27(3):646–648.(inChinese))
[5]张我华,陈合龙,陈云敏.降雨裂缝渗透影响下山体边坡失稳灾变分析[J].浙江大学学报(工学版),2007,41(9):1429–1435.(ZHANG Wo-hua,CHEN He-long,CHENYun-min.Catastrophe analysis for disaster of mountain slopestability affected by rainfall seepage and surface crack[J].Journal of Zhejiang University(Engineering Science),2007,41(9):1429–1435.(in Chinese))
[6]房营光.土质边坡失稳的突变模型[J].力学与实践,2004,26(4):24–27.(FANG Ying-guang.Catastrophe analysis ofsoil slope instability[J].Mechanics in Engineering,2004,26(4):24–27.(in Chinese))
[7]徐曾和,徐小荷.考虑围岩流变特性的地震尖点型突变模型[J].岩土力学,2000,21(1):24–27.(XU Zeng-he,XUXiao-he.Instability of fault earthquake in rheological mediaand cusp catastrophe[J].Rock and Soil Mechanics,2000,21(1):24–27.(in Chinese))
[8]施泽进,罗蛰潭,彭大军,等.突变理论在断层活动机理分析中的应用[J].西安地质学院学报,1996,18(1):50–55.(SHI Ze-jin,LUO Zhe-tan,PENG Da-jun,et al.Applicationof catastrophe theory to the analyses of mechanism offaulting movement[J].Journal of Xi’an College of Geology,1996,18(1):50–55.(in Chinese))
[9]殷有泉,杜静.地震过程的燕尾突变模型[J].地震学报,1994,16(4):416–422.(YIN You-quan,DU Jing.Coattailcatastrophe of earthquake process[J].Acta SeismologicaSinica,1994,16(4):416–422.(in Chinese))
[10]唐春安,徐小荷.岩石破裂过程失稳的尖点突变模型[J].岩石力学与工程学报,1990,9(2):100–107.(TANGChun-an,XU Xiao-he.A cusp catastrophic model of rockunstable failure[J].Chinese Journal of Rock Mechanics andEngineering,1990,9(2):100–107.(in Chinese))
[11]陈忠辉,徐小荷,唐春安.单轴压缩下岩石失稳破裂的突跳[J].东北大学学报,1994,15(5):476–480.(CHENZhong-hui,XU Xiao-he,TANG Chun-an.Catastrophe ofrock’s unstable failure under uniaxial compression loading[J].Journal of Northeastern University,1994,15(5):476–480.(in Chinese))
[12]谢应齐,曹杰.非线性动力学数学方法[M].北京:气象出版社,2001.(XIE Ying-qi,CAO Jie.Non-linear dynamicsmathematics method[M].Beijing:China MeteorologicalPress,2001.(in Chinese))
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