岩土数值模拟:方法论的思考
|
摘要
从地球系统科学的角度,通过地学、力学等多学科交叉,评述岩土数值模拟发展的内在历程,做了方法论意义上的思考,认为当前4种研究特点可代表岩土数值模拟的近期发展方向,并提出可靠度理论与力学数值模拟技术相结合是解决当今岩土工程问题的最主要的研究方法和发展方向。
As viewed from the ideas of systematic geosciences,the inherent development courses of rock-soil numerical simulation are reviewed by a way combining geology with mechanics.Furthermore,a thoughtful exploration of methodological significance is presented.Four characteristics of the current researches on rock-soil numerical simulation can stand for the latest development of aforesaid research.The first feature is basic work of geological investigation outdoor.Then,various mathematical analysis approaches have been used to explore and understand the complicated phenomenon of geologic movements.The third is related to numerical simulation,which should reflect the integration of technological flexibility and geological system in both space and time,i.e.,every interpretation and accounting for the truth of geologic movements are necessary to take the consideration of the adaptability of numerical methods and the actual requirements of engineering projects.Finally,the most effective ways and main direction to solve the current problems on rock-soil engineering are proposed to integrate reliability theory with mechanics numerical simulation technique.
As viewed from the ideas of systematic geosciences,the inherent development courses of rock-soil numerical simulation are reviewed by a way combining geology with mechanics.Furthermore,a thoughtful exploration of methodological significance is presented.Four characteristics of the current researches on rock-soil numerical simulation can stand for the latest development of aforesaid research.The first feature is basic work of geological investigation outdoor.Then,various mathematical analysis approaches have been used to explore and understand the complicated phenomenon of geologic movements.The third is related to numerical simulation,which should reflect the integration of technological flexibility and geological system in both space and time,i.e.,every interpretation and accounting for the truth of geologic movements are necessary to take the consideration of the adaptability of numerical methods and the actual requirements of engineering projects.Finally,the most effective ways and main direction to solve the current problems on rock-soil engineering are proposed to integrate reliability theory with mechanics numerical simulation technique.
引文
[1]崔政权.系统工程地质导论[M].北京:中国水利水电出版社,1992.(Cui Zhengquan.Systematic Engineering Geology Introduction[M].Beijing:China Water Power Press,1992.(in Chinese))
[2]Vaughanb P R.Assumption,prediction and reality in geotechnical engineering[J].Geotechnique,1994,44(4):573–609.
[3]张倬元,王士天,王兰生,等.工程地质分析原理(第一版)[M].北京:地质出版社,1981.(Zhang Zhuoyuan,Wang Shitian,Wang Lansheng,et al.Analytical Principle for Engineering Geology(First Edition)[M].Beijing:Geological Publishing House,1981.(in Chinese))
[4]朱颖彦.荆沙长江大桥与秭归龙潭河大桥工程场地稳定性对比评价[硕士学位论文][D].武汉:中国地质大学,2002.1–20.(Zhu Yingyan.The contrast and evaluation of engineering geology between Jingsha Yangtze River great bridge and Zigui Longtan river bridge[M.S.Thesis][D].Wuhan:China University of Geosciences,2002.1–20.(in Chinese))
[5]刘国昌.中国区域地质学[M].北京:中国建筑工业出版社,1964.(Liu Guochang.China Regional Geology[M].Beijing:China Architecture and Building Press,1964.(in Chinese))
[6]胡海涛,易明初.青藏铁路沿线的区域稳定性[A].见:全国首届工程地质学术会议论文选集[C].北京:科学出版社,1983.(Hu Haitao,Yi Mingchu.The regional stability along the Qinghai—Tibet railroad[A].In:Proceeding of the 1st Engineering Geology Convention[C].Beijing:Science Press,1983.(in Chinese))
[7]黄汲清.中国主要构造地质单元[M].北京:地质出版社,1945.(Huang Jiqing.China Main Tectonic Element[M].Beijing:Geological Publishing House,1945.(in Chinese))
[8]黄汲清.中国大地基本轮廓[J].地质学报,1977,(2):117–135.(Huang Jiqing.China continent basic profile[J].ACTA,Geologic Sinica Edition,1977,(2):117–135.(in Chinese))
[9]黄汲清,任纪舜.中国大地构造及其演化[M].北京:科学出版社,1983.(Huang Jiqing,Ren Jishun.China Continent Formation and Evolution[M].Beijing:Science Press,1983.(in Chinese))
[10]李四光.论地震[M].北京:地质出版社,1977.(Li Siguang.Earthquake Theory[M].Beijing:Geological Publishing House,1977.(in Chinese))
[11]李四光.区域地质构造分析[M].北京:科学出版社,1974.(Li Siguang.A real Tectonic Geology Analysis[M].Beijing:Science Press,1974.(in Chinese))
[12]胡海涛,易明初.广东核电站规划选址区域稳定性与评价[M].北京:档案出版社,1987.94–113.(Hu Haitao,Yi Mingchu.The Region Geology Stability and Evaluation on Nuclear Power Station Zone in Guangdong[M].Beijing:Archives Press,1987.94–113.(in Chinese))
[13]胡海涛,贾家麟,殷跃平,等.区域稳定性研究与发展[A].见:第五届国际工程地质大会论文集[C].[s.l.]:[s.n.],1987.(Hu Haitao,Jia Jialin,Yin Yueping,et al.The research and advancement on the regional geology stability[A].In:Proceeding of the 5th International Engineering Geology Convention[C].[s.l.]:[s.n.],1987.(in Chinese))
[14]易明初.中国区域地壳稳定性图及说明书[M].北京:地质出版社,1997.(Yi Mingchu.The Map for China Regional Crustal Stability and Direction[M].Beijing:Geological Publishing House,1997.(in Chinese))
[15]刘传正.重大工程选址的“安全岛”多级逼近与优选理论[J].中国地质灾害与防治学报,1993,(1):28–37.(Liu Chuanzheng.The theory of optimization and multilevel approach on“safety island”for key engineering location selection[J].The Chinese Journal of Geological Hazard and Control,1993,(1):28–37.(in Chinese))
[16]孙殿卿,董树文.地质力学的创新与发展[J].地质力学学报,1998,9(3):1–8.(Sun Dianqing,Dong Shuwen.The innovation and progress of geologic mechanics[J].Journal of Geologic Mechanics,1998,9(3):1–8.(in Chinese))
[17]刘行松.方解石脉在断层新活动中的运用[J].中国科学(B辑).1993,23(4):430–436.(Liu Xingsong.The application of calcite vein on the fault recent movement[J].Science in China(Series B),1993,23(4):430–436.(in Chinese))
[18]李兴唐.活动断裂研究与工程评论[M].北京:地质出版社,1991.(Li Xingtang.The Research and Comment on the Active Fault[M].Beijing:Geological Publishing House,1991.(in Chinese))
[19]吴树仁.清江流域地壳稳定性工程地质研究[M].武汉:中国地质大学出版社,1995.(Wu Shuren.A research of Engineering Geology on Crustal Stability in Qingjiang River Basin[M].Wuhan:China University of Geosciences Press,1991.(in Chinese))
[20]储同庆.矿物包裹体研究方法在区域稳定性评论中的应用[J].地震地质,1995,17(1):86–88.(Chu Tongqing.The application of mineral inclosure method to regional crustal stability evaluation[J].Seismology and Geology,1995,17(1):86–88.(in Chinese))
[21]张文淮,陈紫英.流体包裹体地质学[M].武汉:中国地质大学出版社,1993.200–205.(Zhang Wenhuai,Chen Ziying.Fluid Inclosure Geology[M].Wuhan:China University of Geosciences Press,1993.200–205.(in Chinese))
[22]赵法锁,毛新虎,罗丽娟,等.岩基滑坡滑面全矿物分析法研究[J].西安矿业学院学报,1999,9(增):23–26.(Zhao Fasuo,Mao Xinhu,Luo Lijuan,et al.A study on full mineral analytical method of slip interface of rockslide[J].Journal of Institute of Xi′an Mining Institute,1999,9(Supp.):23–26.(in Chinese))
[23]曾克峰,韩庆之,梁杏.对溪洛渡工程库区喀斯特洞穴发育的新认识[J].地质科技情报,1999,4(4):47–50.(Zeng Kefeng,Han Qingzhi,Liang Xing.A new opinion of karst grotto evolution in construction zone of Xiluodu reservoir[J].Geological Science and Technology Information,1999,4(4):47–50.(in Chinese))
[24]曾克峰,艾传井.大型火电厂厂址稳定性研究的基本途径[J].地质科技情报,1997,16(3):83–87.(Zeng Kefeng,Ai Chuanjing.A radical approach to research on the crustal stability of building site of fossil-fuel power plant[J].Geological Science and Technology Information,1997,16(3):83–87.(in Chinese))
[25]王维襄.一类“入”字型断裂构造力学的研究[A].见:国际交流地质学术论文集(1)[C].北京:地质出版社,1980.(Wang Weixiang.A study of a type of“入”model rupture tectonic mechanics[A].In:Proceeding of International Geology Communication(1)[C].Beijing:Geological Publishing House,1980.(in Chinese))
[26]黄庆华.旋卷褶皱构造形式的一种力学模型[A].见:国际交流地质学术论文集(1)[C].地质出版社,1980.(Huang Qinghua.A mechanics model of circumvolution fold formation[A].In:Proceeding of International Geology Communication(1)[C].Beijing:Geological Publishing House,1980.(in Chinese))
[27]曾佐勋.双核型旋卷构造力学研究[J].地质学报,1990,64(2):93–106.(Zeng Zuoxun.A study on mechanics of two nucleus circumvolution formation[J].ACTA,Geologic Sinica,1990,64(2):93–106.(in Chinese))
[28]朱志澄.逆冲推覆构造[M].武汉:中国地质大学出版社,1989.(Zhu Zhicheng.Thrusting Nappe Structure[M].Wuhan:China University of Geosciences Press,1989.(in Chinese))
[29]曾佐勋.构造模拟[M].武汉:中国地质大学出版社,1992.(Zeng Zuoxun.Construction Simulation[M].Wuhan:China University of Geosciences Press,1992.(in Chinese))
[30]赵鹏大.矿床统计预测[M].北京:地质出版社,1983.(Zhao Pengda.Mineral Deposit Statistical Prediction[M].Beijing:Geological Publishing House,1983.(in Chinese))
[31]王莲芬,许树柏.层次分析法引论[M].北京:中国人民大学出版社,1990.(Wang Lianfen,Xu Shubai.Introduction to Analytic Hierarchy Process[M].Beijing:China Renmin University Press,1990.(in Chinese))
[32]周维垣.高等岩石力学[M].北京:中国水利水电出版社,1990.296–297.(Zhou Weiyuan.Advanced Rock Mechanics[M].Beijing:China Water Power Press,1990.296–297.(in Chinese))
[33]包承纲.谈岩土工程概率分析法中的若干基本问题[J].岩土工程学报,1989,11(4):94–98.(Bao Chenggang.Several issues from the geotechnical engineering probability analysis[J].Chinese Journal of Geotechnical Engineering,1989,11(4):94–98.(in Chinese))
[34]Boutrup E,Lovell C W.Searching techniques in slope stability analysis[J].Engineering Geology,1980,16:51–61.
[35]Belytshko T.Meshless method:an overview and development[J].Comput.Methods Appl.Mesh.Engrg.,1996,193:3–47.
[36]Shi Genhua.Manifold method[A].In:Proc of the 1st Int.Forum on DDA and Simulations of Discontinuous Media[C].Berkeley,California(USA):Tsi Press,1996.52–262.
[37]谢和平.分形几何及其在岩石力学中的应用[J].岩土工程学报,1992,14(1):14–24.(Xie Heping.The application of fractal geometry to rock mechanics[J].Chinese Journal of Geotechnical Engineering,1992,14(1):14–24.(in Chinese))
[38]曹焕光.人工神经元网络原理[M].北京:气象出版社,1992.(Cao Huanguang.Principle of Artificial Neuronal Network[M].Beijing:China Meteorological Press,1992.(in Chinese))
[39]Lancaster P,Salkauskas K.Surface generated by moving least squares method[J].Mathematics of Computation,1981,37(155):141–158.
[40]Gavete1L,Benito J J,Falcon S,et al.Implementation of essential boundary conditions in a meshless method[J].Commun.Numer.Meth.Engng.,2000,16:409–421.
[41]孙均.岩石力学在我国的若干进展[J].西部探矿工程,1999,1(1):1–5.(Sun Jun.Several progresses of rock mechanics in China[J].West-China Exploration Engineering,1999,1(1):1–5.(in Chinese))
[42]包承纲,周小文.20世纪土力学的回顾和未来发展趋势的预测[J].长江科学院院报,2000,4(2):29–33.(Bao Chenggang,Zhou Xiaowen.A review and prediction on the soil mechanics in the 20th century[J].Journal of Yangtze River Scientific Research Institute,2000,4(2):29–33.(in Chinese))
[43]殷宗泽.土力学学科发展的现状与展望[J].河海大学学报,1999,1(1):1–5.(Yin Zongze.The situation and prospect of discipline development of soil mechanics[J].Journal of Hohai University,1999,1(1):1–5.(in Chinese))
[44]沈珠江.土体结构性的数学模型——21世纪土力学的核心问题[J].岩土工程学报,1996,18(1):5–9.(Shen Zhujiang.The mathematical model of soil structure—the key issue of soil mechanics in the 21st century[J].Chinese Journal of Geotechnical Engineering,1996,18(1):5–9.(in Chinese))
[45]沈珠江.现代土力学的基本问题[J].力学与实践,1999,20(6):1–6.(Shen Zhujiang.The basic issue of modern soil mechanics[J].Mechanics in Engineering,1999,20(6):1–6.(in Chinese))
[46]胡瑞林,王思敬,李向全,等.21世纪工程地质学生长点:土体微结构力学[J].水文地质与工程地质,1999,(4):5–8.(Hu Ruilin,Wang Sijing,Li Xiangquan,et al.The development point for the engineering geology in the 21st century:soil microstructure mechanics[J].Hydrogeology and Engineering Geology,1999,(4):5–8.(in Chinese))
[47]周翠英.土体微观结构研究与土力学的发展方向——若干进展与思考[J].地球科学—中国地质大学学报,2000,3(2):215–220.(Zhou Cuiying.The development direction of soil mechanics and soil microstructure research—several progresses and consideration[J].Earth science—Journal of China University of Geosciences,2000,3(2):215–220.(in Chinese))
[48]赵国藩,金伟良,贡金鑫.结构可靠度理论[M].北京:中国建筑工业出版社,2000.(Zhao GuofanJ,in Weiliang,Gong Jinxin.Structure Reliability Theory[M].Beijing:China Architecture and Building Press,2000.(in Chinese))
[49]吴世伟.结构可靠性分析(第一版)[M].北京:人民交通出版社,1990.(Wu Shiwei.Structure Reliability Analysis(First Edition)[M].Beijing:China Communications Press,1990.(in Chinese))
[50]祝玉学.边坡可靠性分析[M].北京:冶金工业出版社,1991.(Zhu Yuxue.Slope Reliability Analysis[M].Beijing:China Metallurgical Industry Press,1991.(in Chinese))
[51]晏同珍.水文地质工程与环境保护(第一版)[M].武汉:中国地质大学出版社,1994.(Yang Tongzhen.Hydrogeology Engineering and Environment Protection(First Edition)[M].Wuhan:China University of Geosciences Press,1994.(in Chinese))
[52]罗文强,张倬元,黄润秋.边坡系统稳定的可靠性研究[J].地质科技情报,1999,6(2):62–64.(Luo Wenqiang,Zhang Zhuoyuan,Huang Runqiu.The reliability analysis to slope system[J].Geological Science and Technology Information,1999,6(2):62–64.(in Chinese))
[53]王建锋.斜坡稳定随机模拟技术研究[博士学位论文][D].武汉:中国地质大学,1997.(Wang Jianfeng.The study on stochastic simulation approach to slope stability[Ph.D.Thesis][D].Wuhan:China University of Geosciences,1997.(in Chinese))
[54]刘宁,郑建青.工程随机力学及可靠性理论中的若干问题(上)[J].河海大学学报,1999,9(5):1–7.(Liu Ning,Zheng Jianqing.Several issues from engineering stochastic mechanics and reliability theory(Volume I)[J].Journal of Hohai University,1999,9(5):1–7.(in Chinese))
[55]刘宁.工程随机力学及可靠性理论中的若干问题(下)[J].河海大学学报,2000,1(1):1–7.(Liu Ning.Several issues from engineering stochastic mechanics and reliability theory(Volume II)[J].Journal of Hohai University,2000,1(1):1–7.(in Chinese))
[56]Deodatis G.Weighted integral method:stochastic stiffness matrix[J].J.of Eng.Mech.,1991,(1):114–116.
[57]李同春,吴世伟.基于三维随机有限元的拱坝可靠度分析[A].见:工程结构可靠性全国第二届学术交流会议论文集[C].重庆:重庆建筑工程学院出版社,1989.114–125.(Li Tongchun,Wu Shiwei.Reliability analysis of arch dam based on three-dimensional stochastic finite element method[A].In:Proceeding of the 2nd National Scientific Communication Conference on Engineering Structure Reliability[C].Chongqing:Chongqing Institute of Architecture and Engineering Press,1989.114–125.(in Chinese))
[58]Tinsley J O,Belytschko T,Babuska I,et al.Research directions in computational mechanics[J].Comput.Methods Appl.Mech.Engrg.,2003,192:913–922.
[59]Rahman S,Asce M,Rao B N.Probabilistic analysis by element-free Galerkin method[A].In:Proceedings of the 8th ASCE Specialty Conference on Probabilistic Mechanics and Structural Reliability[C].[s.l.]:[s.n.],2000.
[60]Rahman S,Rao B N.A perturbation method for stochastic meshless analysis in elastostatics[J].Int.J.Numer.Meth.Engng.,2001,50:1 969–1 991.
[61]Rahman S,Rao B N.Probabilistic fracture mechanics by Galerkin meshless[J].Computational Mechanics,2002,28:365–374.
[2]Vaughanb P R.Assumption,prediction and reality in geotechnical engineering[J].Geotechnique,1994,44(4):573–609.
[3]张倬元,王士天,王兰生,等.工程地质分析原理(第一版)[M].北京:地质出版社,1981.(Zhang Zhuoyuan,Wang Shitian,Wang Lansheng,et al.Analytical Principle for Engineering Geology(First Edition)[M].Beijing:Geological Publishing House,1981.(in Chinese))
[4]朱颖彦.荆沙长江大桥与秭归龙潭河大桥工程场地稳定性对比评价[硕士学位论文][D].武汉:中国地质大学,2002.1–20.(Zhu Yingyan.The contrast and evaluation of engineering geology between Jingsha Yangtze River great bridge and Zigui Longtan river bridge[M.S.Thesis][D].Wuhan:China University of Geosciences,2002.1–20.(in Chinese))
[5]刘国昌.中国区域地质学[M].北京:中国建筑工业出版社,1964.(Liu Guochang.China Regional Geology[M].Beijing:China Architecture and Building Press,1964.(in Chinese))
[6]胡海涛,易明初.青藏铁路沿线的区域稳定性[A].见:全国首届工程地质学术会议论文选集[C].北京:科学出版社,1983.(Hu Haitao,Yi Mingchu.The regional stability along the Qinghai—Tibet railroad[A].In:Proceeding of the 1st Engineering Geology Convention[C].Beijing:Science Press,1983.(in Chinese))
[7]黄汲清.中国主要构造地质单元[M].北京:地质出版社,1945.(Huang Jiqing.China Main Tectonic Element[M].Beijing:Geological Publishing House,1945.(in Chinese))
[8]黄汲清.中国大地基本轮廓[J].地质学报,1977,(2):117–135.(Huang Jiqing.China continent basic profile[J].ACTA,Geologic Sinica Edition,1977,(2):117–135.(in Chinese))
[9]黄汲清,任纪舜.中国大地构造及其演化[M].北京:科学出版社,1983.(Huang Jiqing,Ren Jishun.China Continent Formation and Evolution[M].Beijing:Science Press,1983.(in Chinese))
[10]李四光.论地震[M].北京:地质出版社,1977.(Li Siguang.Earthquake Theory[M].Beijing:Geological Publishing House,1977.(in Chinese))
[11]李四光.区域地质构造分析[M].北京:科学出版社,1974.(Li Siguang.A real Tectonic Geology Analysis[M].Beijing:Science Press,1974.(in Chinese))
[12]胡海涛,易明初.广东核电站规划选址区域稳定性与评价[M].北京:档案出版社,1987.94–113.(Hu Haitao,Yi Mingchu.The Region Geology Stability and Evaluation on Nuclear Power Station Zone in Guangdong[M].Beijing:Archives Press,1987.94–113.(in Chinese))
[13]胡海涛,贾家麟,殷跃平,等.区域稳定性研究与发展[A].见:第五届国际工程地质大会论文集[C].[s.l.]:[s.n.],1987.(Hu Haitao,Jia Jialin,Yin Yueping,et al.The research and advancement on the regional geology stability[A].In:Proceeding of the 5th International Engineering Geology Convention[C].[s.l.]:[s.n.],1987.(in Chinese))
[14]易明初.中国区域地壳稳定性图及说明书[M].北京:地质出版社,1997.(Yi Mingchu.The Map for China Regional Crustal Stability and Direction[M].Beijing:Geological Publishing House,1997.(in Chinese))
[15]刘传正.重大工程选址的“安全岛”多级逼近与优选理论[J].中国地质灾害与防治学报,1993,(1):28–37.(Liu Chuanzheng.The theory of optimization and multilevel approach on“safety island”for key engineering location selection[J].The Chinese Journal of Geological Hazard and Control,1993,(1):28–37.(in Chinese))
[16]孙殿卿,董树文.地质力学的创新与发展[J].地质力学学报,1998,9(3):1–8.(Sun Dianqing,Dong Shuwen.The innovation and progress of geologic mechanics[J].Journal of Geologic Mechanics,1998,9(3):1–8.(in Chinese))
[17]刘行松.方解石脉在断层新活动中的运用[J].中国科学(B辑).1993,23(4):430–436.(Liu Xingsong.The application of calcite vein on the fault recent movement[J].Science in China(Series B),1993,23(4):430–436.(in Chinese))
[18]李兴唐.活动断裂研究与工程评论[M].北京:地质出版社,1991.(Li Xingtang.The Research and Comment on the Active Fault[M].Beijing:Geological Publishing House,1991.(in Chinese))
[19]吴树仁.清江流域地壳稳定性工程地质研究[M].武汉:中国地质大学出版社,1995.(Wu Shuren.A research of Engineering Geology on Crustal Stability in Qingjiang River Basin[M].Wuhan:China University of Geosciences Press,1991.(in Chinese))
[20]储同庆.矿物包裹体研究方法在区域稳定性评论中的应用[J].地震地质,1995,17(1):86–88.(Chu Tongqing.The application of mineral inclosure method to regional crustal stability evaluation[J].Seismology and Geology,1995,17(1):86–88.(in Chinese))
[21]张文淮,陈紫英.流体包裹体地质学[M].武汉:中国地质大学出版社,1993.200–205.(Zhang Wenhuai,Chen Ziying.Fluid Inclosure Geology[M].Wuhan:China University of Geosciences Press,1993.200–205.(in Chinese))
[22]赵法锁,毛新虎,罗丽娟,等.岩基滑坡滑面全矿物分析法研究[J].西安矿业学院学报,1999,9(增):23–26.(Zhao Fasuo,Mao Xinhu,Luo Lijuan,et al.A study on full mineral analytical method of slip interface of rockslide[J].Journal of Institute of Xi′an Mining Institute,1999,9(Supp.):23–26.(in Chinese))
[23]曾克峰,韩庆之,梁杏.对溪洛渡工程库区喀斯特洞穴发育的新认识[J].地质科技情报,1999,4(4):47–50.(Zeng Kefeng,Han Qingzhi,Liang Xing.A new opinion of karst grotto evolution in construction zone of Xiluodu reservoir[J].Geological Science and Technology Information,1999,4(4):47–50.(in Chinese))
[24]曾克峰,艾传井.大型火电厂厂址稳定性研究的基本途径[J].地质科技情报,1997,16(3):83–87.(Zeng Kefeng,Ai Chuanjing.A radical approach to research on the crustal stability of building site of fossil-fuel power plant[J].Geological Science and Technology Information,1997,16(3):83–87.(in Chinese))
[25]王维襄.一类“入”字型断裂构造力学的研究[A].见:国际交流地质学术论文集(1)[C].北京:地质出版社,1980.(Wang Weixiang.A study of a type of“入”model rupture tectonic mechanics[A].In:Proceeding of International Geology Communication(1)[C].Beijing:Geological Publishing House,1980.(in Chinese))
[26]黄庆华.旋卷褶皱构造形式的一种力学模型[A].见:国际交流地质学术论文集(1)[C].地质出版社,1980.(Huang Qinghua.A mechanics model of circumvolution fold formation[A].In:Proceeding of International Geology Communication(1)[C].Beijing:Geological Publishing House,1980.(in Chinese))
[27]曾佐勋.双核型旋卷构造力学研究[J].地质学报,1990,64(2):93–106.(Zeng Zuoxun.A study on mechanics of two nucleus circumvolution formation[J].ACTA,Geologic Sinica,1990,64(2):93–106.(in Chinese))
[28]朱志澄.逆冲推覆构造[M].武汉:中国地质大学出版社,1989.(Zhu Zhicheng.Thrusting Nappe Structure[M].Wuhan:China University of Geosciences Press,1989.(in Chinese))
[29]曾佐勋.构造模拟[M].武汉:中国地质大学出版社,1992.(Zeng Zuoxun.Construction Simulation[M].Wuhan:China University of Geosciences Press,1992.(in Chinese))
[30]赵鹏大.矿床统计预测[M].北京:地质出版社,1983.(Zhao Pengda.Mineral Deposit Statistical Prediction[M].Beijing:Geological Publishing House,1983.(in Chinese))
[31]王莲芬,许树柏.层次分析法引论[M].北京:中国人民大学出版社,1990.(Wang Lianfen,Xu Shubai.Introduction to Analytic Hierarchy Process[M].Beijing:China Renmin University Press,1990.(in Chinese))
[32]周维垣.高等岩石力学[M].北京:中国水利水电出版社,1990.296–297.(Zhou Weiyuan.Advanced Rock Mechanics[M].Beijing:China Water Power Press,1990.296–297.(in Chinese))
[33]包承纲.谈岩土工程概率分析法中的若干基本问题[J].岩土工程学报,1989,11(4):94–98.(Bao Chenggang.Several issues from the geotechnical engineering probability analysis[J].Chinese Journal of Geotechnical Engineering,1989,11(4):94–98.(in Chinese))
[34]Boutrup E,Lovell C W.Searching techniques in slope stability analysis[J].Engineering Geology,1980,16:51–61.
[35]Belytshko T.Meshless method:an overview and development[J].Comput.Methods Appl.Mesh.Engrg.,1996,193:3–47.
[36]Shi Genhua.Manifold method[A].In:Proc of the 1st Int.Forum on DDA and Simulations of Discontinuous Media[C].Berkeley,California(USA):Tsi Press,1996.52–262.
[37]谢和平.分形几何及其在岩石力学中的应用[J].岩土工程学报,1992,14(1):14–24.(Xie Heping.The application of fractal geometry to rock mechanics[J].Chinese Journal of Geotechnical Engineering,1992,14(1):14–24.(in Chinese))
[38]曹焕光.人工神经元网络原理[M].北京:气象出版社,1992.(Cao Huanguang.Principle of Artificial Neuronal Network[M].Beijing:China Meteorological Press,1992.(in Chinese))
[39]Lancaster P,Salkauskas K.Surface generated by moving least squares method[J].Mathematics of Computation,1981,37(155):141–158.
[40]Gavete1L,Benito J J,Falcon S,et al.Implementation of essential boundary conditions in a meshless method[J].Commun.Numer.Meth.Engng.,2000,16:409–421.
[41]孙均.岩石力学在我国的若干进展[J].西部探矿工程,1999,1(1):1–5.(Sun Jun.Several progresses of rock mechanics in China[J].West-China Exploration Engineering,1999,1(1):1–5.(in Chinese))
[42]包承纲,周小文.20世纪土力学的回顾和未来发展趋势的预测[J].长江科学院院报,2000,4(2):29–33.(Bao Chenggang,Zhou Xiaowen.A review and prediction on the soil mechanics in the 20th century[J].Journal of Yangtze River Scientific Research Institute,2000,4(2):29–33.(in Chinese))
[43]殷宗泽.土力学学科发展的现状与展望[J].河海大学学报,1999,1(1):1–5.(Yin Zongze.The situation and prospect of discipline development of soil mechanics[J].Journal of Hohai University,1999,1(1):1–5.(in Chinese))
[44]沈珠江.土体结构性的数学模型——21世纪土力学的核心问题[J].岩土工程学报,1996,18(1):5–9.(Shen Zhujiang.The mathematical model of soil structure—the key issue of soil mechanics in the 21st century[J].Chinese Journal of Geotechnical Engineering,1996,18(1):5–9.(in Chinese))
[45]沈珠江.现代土力学的基本问题[J].力学与实践,1999,20(6):1–6.(Shen Zhujiang.The basic issue of modern soil mechanics[J].Mechanics in Engineering,1999,20(6):1–6.(in Chinese))
[46]胡瑞林,王思敬,李向全,等.21世纪工程地质学生长点:土体微结构力学[J].水文地质与工程地质,1999,(4):5–8.(Hu Ruilin,Wang Sijing,Li Xiangquan,et al.The development point for the engineering geology in the 21st century:soil microstructure mechanics[J].Hydrogeology and Engineering Geology,1999,(4):5–8.(in Chinese))
[47]周翠英.土体微观结构研究与土力学的发展方向——若干进展与思考[J].地球科学—中国地质大学学报,2000,3(2):215–220.(Zhou Cuiying.The development direction of soil mechanics and soil microstructure research—several progresses and consideration[J].Earth science—Journal of China University of Geosciences,2000,3(2):215–220.(in Chinese))
[48]赵国藩,金伟良,贡金鑫.结构可靠度理论[M].北京:中国建筑工业出版社,2000.(Zhao GuofanJ,in Weiliang,Gong Jinxin.Structure Reliability Theory[M].Beijing:China Architecture and Building Press,2000.(in Chinese))
[49]吴世伟.结构可靠性分析(第一版)[M].北京:人民交通出版社,1990.(Wu Shiwei.Structure Reliability Analysis(First Edition)[M].Beijing:China Communications Press,1990.(in Chinese))
[50]祝玉学.边坡可靠性分析[M].北京:冶金工业出版社,1991.(Zhu Yuxue.Slope Reliability Analysis[M].Beijing:China Metallurgical Industry Press,1991.(in Chinese))
[51]晏同珍.水文地质工程与环境保护(第一版)[M].武汉:中国地质大学出版社,1994.(Yang Tongzhen.Hydrogeology Engineering and Environment Protection(First Edition)[M].Wuhan:China University of Geosciences Press,1994.(in Chinese))
[52]罗文强,张倬元,黄润秋.边坡系统稳定的可靠性研究[J].地质科技情报,1999,6(2):62–64.(Luo Wenqiang,Zhang Zhuoyuan,Huang Runqiu.The reliability analysis to slope system[J].Geological Science and Technology Information,1999,6(2):62–64.(in Chinese))
[53]王建锋.斜坡稳定随机模拟技术研究[博士学位论文][D].武汉:中国地质大学,1997.(Wang Jianfeng.The study on stochastic simulation approach to slope stability[Ph.D.Thesis][D].Wuhan:China University of Geosciences,1997.(in Chinese))
[54]刘宁,郑建青.工程随机力学及可靠性理论中的若干问题(上)[J].河海大学学报,1999,9(5):1–7.(Liu Ning,Zheng Jianqing.Several issues from engineering stochastic mechanics and reliability theory(Volume I)[J].Journal of Hohai University,1999,9(5):1–7.(in Chinese))
[55]刘宁.工程随机力学及可靠性理论中的若干问题(下)[J].河海大学学报,2000,1(1):1–7.(Liu Ning.Several issues from engineering stochastic mechanics and reliability theory(Volume II)[J].Journal of Hohai University,2000,1(1):1–7.(in Chinese))
[56]Deodatis G.Weighted integral method:stochastic stiffness matrix[J].J.of Eng.Mech.,1991,(1):114–116.
[57]李同春,吴世伟.基于三维随机有限元的拱坝可靠度分析[A].见:工程结构可靠性全国第二届学术交流会议论文集[C].重庆:重庆建筑工程学院出版社,1989.114–125.(Li Tongchun,Wu Shiwei.Reliability analysis of arch dam based on three-dimensional stochastic finite element method[A].In:Proceeding of the 2nd National Scientific Communication Conference on Engineering Structure Reliability[C].Chongqing:Chongqing Institute of Architecture and Engineering Press,1989.114–125.(in Chinese))
[58]Tinsley J O,Belytschko T,Babuska I,et al.Research directions in computational mechanics[J].Comput.Methods Appl.Mech.Engrg.,2003,192:913–922.
[59]Rahman S,Asce M,Rao B N.Probabilistic analysis by element-free Galerkin method[A].In:Proceedings of the 8th ASCE Specialty Conference on Probabilistic Mechanics and Structural Reliability[C].[s.l.]:[s.n.],2000.
[60]Rahman S,Rao B N.A perturbation method for stochastic meshless analysis in elastostatics[J].Int.J.Numer.Meth.Engng.,2001,50:1 969–1 991.
[61]Rahman S,Rao B N.Probabilistic fracture mechanics by Galerkin meshless[J].Computational Mechanics,2002,28:365–374.
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