引文
[1]Terzaghi.K.Mechanisms of Landslide[M].Engineering Geolo-gy(Berdey)Volume,Geological Society of America.1950.
[2]Seed.H.B.Consideration in the Earthquake-resistant Design ofEarth and Rock-fill Dams[J].Geotechnique,1979,29(1):251-263.
[3]MARCUSON W F.III.Moderator’s Report for Session onEarth Dams and Stability of Slopes Under Dynamic Loads[J].Proceedings International Conference on Recent Advances inGeotechnical Earthquake Engineering and Soil Dynamics,1981,(2):1175-1178.
[4]Ling.Hoe.I,Leshchinsky.Dov,Mohri.Yoshiyuki.Soil Slopesunder Combined Horizontal and Vertical Seismic Acceleration[J].Earthquake Engineering and Structural Dynamics,1997,26(12):1231-1241.
[5]Newmark.N.M,Effect of Earthquake on Dams and Embank-ment[J].Geotechnique,1965,15(2):139-160.
[6]沈珠江.软土地基固结变形的弹塑性分析[J].中国科学(A辑),1985,(11):1050-1060.(SHEN Zhu-jiang.Elastic-plasticAnalysis on Consolidation Deformation of Soft Soil Foundation[J].Science in China,Ser.A,1985,(11):1050-1060.(in Chi-nese))
[7]殷宗泽.一个土体的双屈服面应力-应变模型[J].岩土工程学报,1988,(4):64-71.(YIN Zong-ze.A Double Yield SurfaceStress-strain Model of Soil[J].Chinese Jounal of GeotechnicalEngineering,1988,(4):64-71.(in Chinese))
[8]刘汉龙,费康,高玉峰.边坡地震稳定性时程分析方法[J].岩土力学,2003,(4):553-560.(LIU Han-long,FEI Kang,GAO Yu-feng.Time History Analysis Method of Slope Seismic Stability[J].Rock and Soil Mechanics,2003,(4):553-560.(in Chi-nese))
[9]李育枢,高广运,李天斌.偏压隧道洞口边坡地震动力反应及稳定性分析[J].地下空间与工程学报,2006,(5):738-743.(LIYu-shu,GAO Guang-yun,LI Tian-bin.Analysis of EarthquakeResponse and Stability Evaluation for Transverse Slope at Se-cund Tunnel Portal[J].Chinese Journal of Underground Spaceand Engineering,2006,(5):738-743.(in Chinese))
[10]马芳芳.基于地震动力时程反应的有限元边坡稳定性分析[D].大连:大连理工大学,2005.(MA Fang-fang.Study onthe Seismic Stability of Slope Based on Time History AnalysisMethod and Finite Element Method[D].Dalian:Dalian Uni-versity of Technology,2005.(in Chinese))
[11]陈国兴,庄海洋.基于Davidenkov骨架曲线的土体动力本构关系及其参数研究[J].岩土工程学报,2005,(8):860-864.(CHEN Guo-xing;ZHUANG Hai-yang.Developed NonlinearDynamic Constitutive Relations of Soils Based on DavidenkovSkeleton Curve[J].Chinese Jounal of Geotechnical Engineer-ing,2005,(8):860-864.(in Chinese))
[12]Prevost J H,Keane C M.Shear Stress-strain Curve Generationfrom Simple Material Parameters[J].Journal of GeotechnicalEngineering,1990,(8):1255-1263.
[13]Pyke R M.Nonlinear Soil Models for Irregular Cyclic Load-ings[J].Journal of the Geotechnical Engineering Division,1979,(6):715-726.
[14]王志良,王余庆,韩清宇.不规则循环剪切荷载作用下土的粘弹塑性模型[J].岩土工程学报,1980,(3):10-20.(WANGZhi-liang,WANG Yu-ging,HAN Qing-yu.Visco-elastoplasticSoil Model for Irregular Shear Cyclic Dynamic Loadings[J].1980,(3):10-20.(in Chinese))
[15]郦能惠,沈珠江.土石坝工程研究新进展[J].水利水电科技进展,1999,19(4):6-9.(LI Neng-hui,SHEN Zhu-jiang.New A-chievements in Earth Rockfill Dam Research[J].Advances inScience and Technology of Water Resources,1999,19(4):6-9.(in Chinese))
[16]沈珠江.一个计算砂土液化变形的等价粘弹性模式[A].中国土木工程学会第四届土力学及基础工程学术会议论文选集[C],1983:199-207.(SHEN Zhu-jiang.An Equivalent Viscoe-lastic Model of Liquefaction-induced Deformation in Sand[A].Thesis of 4th Academic Conference on Soil Mechanicsand Foundation Engineering of CCES[C].1983:199-207.(inChinese))
[17]陈生水,沈珠江.钢筋混凝土面板坝的地震永久变形分析[J].岩土工程学报,1990,(3):66-72.(CHEN Sheng-shui,SHENZhu-jiang.Analysis of Seismic Permanent Deformation ofConcrete-faced Rock-fill Dams[J].Chinese Jounal of Geotech-nical Engineering,1990(3):66-72.(in Chinese))
[18]Carter J P,Booker J R,Wrothu C P.A Critical State Soil Mod-el for Cyclic Loading[C].Soil Mechanics Transient and CyclicLoading,1982:35-62
[19]Provest J H.A Simple Plastic Theory for Frictional Cohesion-less Soils[J].Soil Dynamics and Earthquake Engineering,1985,(1):9-11.
[20]Mroz Z,Norris V A,Zienkiewicz O C.An Anisotropic CriticalState Model for Soils Subjected to Cyclic Loading[J].Geotechnique,1981,(4):451-455.
[21]DAFALIAS Y F,HERRMANN L R.A Boundary SurfaceSoilplasticity Model under Cyclic Trans Load[C].1980:335-356.
[22]Mroz,Zienkiewicz.Uniform Formulation of Constitutive E-quations for Clays and Sands[J].Mechanics of EngineeringMaterials,1984,(12):415-449.
[23]Hashiguchi K.Mechanical Requirement and Structures of Cy-clic Plasticity[J].International Journal of Plasticity,1993,(2):721-730.
[24]Hashiguchi K,Chen Z P.Elastoplastic Constitutive Equationof Soils with the Subloading Surface and rotational Hardening [J].Int J Numer Anal Meth Geomech,1998,(3):197-199.
[25]吴兴征.堆石料的静动力本构模型及其在混凝土面板坝中的应用[D].大连:大连理工大学,2001.(WU Xing-zheng.Static and Dynamic Constitutive Model of Rockfill Materials and Applications in Nonlinear Analyses of High Concrete-faced Rockfill Dams[D].Dalian:Dalian University of Technology,2001.(in Chinese))
[26]张宏洋,李同春,宫必宁等.砂土的P-Z模型介绍及振动台试验验证[J].水力发电学报,2009,(5):182-186.(ZHANG Hong-yang,LI Tong-chun,GONG Bi-ning,NIU Zhi-wei.Introduction and Shaking Table Test Verification of the P-Z Model for Sand Soil[J].Journal of Hydroelectric Engineering,2009,(5):182-186.(in Chinese))
[27]Biot M A.Theory of Propagation of Elastic Waves in a Fluidsaturated Porous Solid[J].J.Acoust.Soc.of America,1956,(1):168-191.
[28]Biot M A,Willis D G.The Elastic Coefficients of the Theory of Consolidation[J].J.Appl.Mech.,1957,(4):594-601.
[29]Biot M A.Mechanics of Deformation and Acoustic Propagation in Porous Media[J].J.Appl.Phys.,1962,(4):14821498.
[30]门福录.波在饱水孔隙弹性介质中的传播[J].地球物理学报,1965,(2):107-114.(MEN Fu-lu.Wave Propagation in a Porous-saturated Elastic Medium[J].Chinese Journal of Geophysics,1965,(2):107-114.(in Chinese))
[31]门福录.波在饱含流体的孔隙介质中的传播[J].地球物理学报,1981,(1):65-75.(MEN Fu-lu.Problems of Wave Propagation in Porous Fluid-saturated Media[J].Chinese Journal of Geophysics,1981,(1):65-75.(in Chinese))
[32]陈少林,廖振鹏.关于两相介质动力学问题建模的注记[J].地震工程与工程振动,2002,(8):1-8.(CHEN Shao-lin,LIAO Zhen-peng.Study on Mechanic Models of Two-phase Media[J].Earthquake Engineering and Engineering Vibration,2002,(8):1-8.(in Chinese))
[33]陈少林.两相介质中近场波动的数值模拟[D].哈尔滨:中国地震局工程力学研究所,2002.(CHEN Shao-lin.Numerical simulation of near-field wave motion in two-phase media[D].Harbin:Institute of Engineering Mechanics of China Earthquake Administration,2002.(in Chinese))
[34]陈少林,廖振鹏,陈进.两相介质近场波动模拟的一种解耦有限元方法[J].地球物理学报,2005,(4):909-917.(CHEN Shao-lin,LIAO Zhen-peng,CHEN Jin.A Decoupling FEM for Simulating Near-field Wave Motions in Two-phase Media[J].Chinese Journal of Geophysics,2005,(4):909-917.(in Chinese))
[35]李亮,赵成刚.考虑质量耦合效应的流体饱和孔隙介质波动方程[J].固体力学学报,2003,(2):244-248.(LI Liang,ZHAO Cheng-gang.Equations of Wave Propagation with Mass-coupling Effect in Fluid-saturated Porous Media[J].Acta Mechanica Solida Sinica,2003,(2):244-248.(in Chinese))
[36]徐长节,马晓华,蔡袁强.粘弹性准饱水岩层中地震波的传播[J].岩石力学与工程学报,2005,(14):2490-2496.(XU Chang-jie,MA Xiao-hua,CAI Yuan-qiang.Seismic Wave Propagation in Viscoelastic and Nearly Saturated Rock[J].Chinese Journal of Rock Mechanics and Engineering,2005,(14):2490-2496.(in Chinese))
[37]李伟华,赵成刚.具有饱和土沉积层的充水河谷对平面波的散射[J].地球物理学报,2006,(1):212-214.(LI Wei-hua,ZHAO Cheng-gang.Scattering of Plane Waves by Circulararc Alluvial Valleys with Saturated Soil Deposits and Water[J].Chinese Journal of Geophysics,2006,(1):212-214.(in Chinese))
[38]涂劲.有缝界面的混凝土高坝地基系统的非线性地震波动反应分析[D].北京:中国水利水电科学研究院,2000.(TU Jin.Nonlinear Seismic Response Analysis of High Concrete Damfoundation Systems with Joint Surface[D].Beijing:China Institute of Water Resources and Hydropower Research,2000.(in Chinese))
[39]赵兰浩.考虑坝体库水地基相互作用的有横缝拱坝地震响应分析[D].南京:河海大学,2006.(ZHAO Lan-hao.Seismic Analysis of Arch Dams with Contraction Joints and dam-waterfoundation Interaction[D].Nanjing:Hohai university,2006.(in Chinese))
[40]Lysmer J,Kulemeyer R L.Finite Dynamic Model for Infinite Media[J].J.Engng.Mech.Div.,1995,(3):859-877.
[41]Dominguez J,Maeso O.Model for the Seismic Analysis of Arch Dams Including Interaction Effects[R].10th World Conference of Earthquake Engineering,1992,(8):4601-4606.
[42]Clayton R,Engquist B.Absorbing Boundary Conditions for Wave-Equation Migration[J].Geophysics,1980,(4):859-904.
[43]Clayton R,Engquist B.Absorbing Boundary Conditions for Acoustic and Elastic Wave Equations[J].Bull.Seism.Soc.Amer.,1977,(5):1529-1540.
[44]Smith W.A Non-reflecting Plane Boundary for Wave Propagation Problems[J].J.Comp.Phys.,1973,(5):492-503.
[45]Kunar R.R.,Marti J.A Non-reflecting Boundary for Explicit Calculations[C].Computational Methods for Infinite Domain Media-structure Interaction,1981:183-204.
[46]廖振鹏,黄孔亮,杨柏坡,等.暂态波透射边界[J].中国科学(A辑),1984,(6):50-56.(LIAO Zhen-peng,HUANG Kong-liang,YANG Bai-po.Transmitting Boundary of Transient Wave[J].Science in China,Ser.A,1984,(6):50-56.(in Chinese))
[47]张倬元,王士天,王兰生.工程地质分析原理[M].北京:地质出版社,1993.(ZHANG Zhuo-yuan,WANG Shi-tian,WANG Lan-sheng.Analysis Principle of Engineering Geology[M].BeiJing:Geological Publishing House,1993.(in Chinese))
[48]张宏洋.基于P-Z模型的高土石坝边坡静动力稳定分析方法研究[D].南京:河海大学,2010.(ZHANG Hong-yang.Research on Method of Static-dynamic Stability Analysis for Slope of High Earth and Rockfill Dam Basing on the P-Z model[D].Naijing:Hohai University,2010.(in Chinese))