引文
[1]汪闻韶.土的动力强度与液化特性[M].北京:中国水电出版社,1996.(WANG Wen-shao.Dynamic strength and liquefaction characteristics of soil[M].Beijing:China Electric Power Press,1996.(in Chinese))
[2]谢定义.土动力学[M].西安:西安交通大学出版社,1988.(XIE Ding-yi.Soil dynamics[M].Xi'an:Xi'an Jiaotong University Press,1988.(in Chinese))
[3]张建民,谢定义.饱和砂土振动孔隙水压力理论及应用研究进展[J].力学进展,1993,23(2):168–180.(ZHANG Jian-min,XIE Ding-yi.Advances in the theoretical and applied research on seismic pore water pressure of saturated sand[J].Advances in Mechanics,1993,23(2):168–180.(in Chinese))
[4]张建民,谢定义.砂土动本构理论及应用研究进展[J].力学进展,1994,24(2):187–204.(ZHANG Jian-min,XIE Ding-yi.Advances in the research of dynamic constitutive theories of sand[J].Advances in Mechanics,1994,24(2):187–204.(in Chinese))
[5]张建民.土体与结构物动力相互作用[M]//水利水电工程科学前沿.北京:清华大学出版社,2002:267–287.(ZHANG Jian-min.Dynamic soil-structure interaction[M]//New Frontiers in Hydraulic and Hydropower Sciences.Beijing:Tsinghua University Press,2002:267–287.(in Chinese))
[6]王刚,张建民.地震液化问题研究进展[J].力学进展,2007,37(4):575–589.(WANG G,ZHANG J-M.Recent advances in seismic liquefaction research[J].Advances in Mechanics,2007,37(4):575–589.(in Chinese))
[7]ZHANG Ga,ZHANG Jian-min.State of the art:mechanical behavior of soil-structure interface[J].Progress in Natural Science,2009,19:1187–1196.
[8]ZHANG Jian-min,YANG Ze-yan,GAO Ji-zhang,et al.Lessons from damages to high embankment dams in the May 12,2008 Wenchuan earthquake[J].Geotechnical Special Publication,2010:1–31 201,ASCE.
[9]张建民,王刚,陈杨.海岸岩土工程的物理与数值模拟方法[J].岩土力学,2004,25(增刊2):61–74.(ZHANG Jian-min,WANG Gang,CHEN yang.Physical and numerical modeling methods for coastal geotechnical engineering[J].Rock and Soil Mechanics,2004,25(S2):61–74.(in Chinese))
[10]OHTANI K,OGAWA N,KATAYAMA T,et al.Construction of E-defence(3-D full scale earthquake testing facility)[C]//Thirteen World Conference on Earthquake Engineering,Canada,2004:189.
[11]张嘎.粗粒土与结构接触面静动力学特性及弹塑性损伤理论研究[D].北京:清华大学,2002:1–225.(ZHANG Ga.A new monotonic and cyclic elasto-plastic damage theory for soil-structure interfaces[D].Beijing:Tsinghua University,2002:1–225.(in Chinese))
[12]罗刚.粒状土的可逆性和不可逆性变形规律与循环本构规律研究[D].北京:清华大学,2004:1–139.(LUO Gang.Studies on reversible and irreversible deformation and constitutive model for granular soils[D].Beijing:Tsinghua University,2004:1–139.(in Chinese))
[13]王刚.砂土液化后大变形的物理机制与本构模型研究[D].北京:清华大学,2005:1–152.(WANG Gang.Research on physical fundamentals and constitutive model of large post-liquefaction deformation of sand[D].Beijing:Tsinghua University,2005:1–152.(in Chinese))
[14]张连卫.各向异性粒状材料破坏规律与强度准则及应用[D].北京:清华大学,2007:1–130.(ZHANG Lian-wei.Failure laws and strength criterion of anisotropic granular materials[D].Beijing:Tsinghua University,2007:1–130.(in Chinese))
[15]童朝霞.应力主轴循环旋转条件下砂土的变形规律与本构模型研究[D].北京:清华大学,2008:1–148.(TONG Zhao-xia.Research on deformation behavior and constitutive 44岩土工程学报2012年model for sands under cyclic rotation of principal stress axes[D].Beijing:Tsinghua University,2008:1–148.(in Chinese))
[16]侯文峻.土与结构接触面三维静动力变形规律与本构模型研究[D].北京:清华大学,2008:1–152.(HOU Wen-jun.Research on monotonic and cyclic behavior and constitutive model of three-dimensional soil-structure interfaces[D].Beijing:Tsinghua University,2008:1–152.(in Chinese)).
[17]宋飞.考虑侧向变形的各向异性填土土压力计算方法及试验研究[D].北京:清华大学,2009:1–153.(SONG Fei.Evaluation and experimental study of earth pressure for anisotropic sand under any lateral deformation[D].Beijing:Tsinghua University,2009:1–153.(in Chinese))
[18]于艺林.考虑应力主轴旋转的各向异性砂土本构规律与数学模型[D].北京:清华大学,2010:1–153.(YU Yu-lin.Constitutive law and mathematical model of anisotropic sands under rotation of principal stress axes[D].Beijing:Tsinghua University,2010:1–153.(in Chinese)).
[19]王富强.自然排水条件下砂土液化变形规律与本构关系研究[D].北京:清华大学,2010:1–149.(WANG Fu-qiang.Research on liquefaction behavior and constitutive model of sand under naturally drained condition[D].Beijing:Tsinghua University,2010:1–149.(in Chinese))
[20]张建民.振动三轴试验中仪器系统阻尼力的水试样校正法[J].岩土工程学报,1989,11(1):79–84.(ZHANG Jian-min.Water sample method for eliminating damping forces of axial test system[J].Chinese Journal of Geotechnical Engineering,1989,11(1):79–84.(in Chinese))
[21]张建民,于玉贞,濮家骝,等.电液伺服控制离心机振动台系统研制[J].岩土工程学报,2004,26(6):843–845.(ZHANG Jian-min,YU Yu-zhen,PU Jia-liu,et al.Development of a shaking table in electro-hydraulic servo-control centrifuge[J].Chinese Journal of Geotechnical Engineering,2004,26(6):843–845.(in Chinese))
[22]张嘎,张建民.大型土与结构接触面循环加载剪切仪的研制及应用[J].岩土工程学报,2003,25(2):149–153.(ZHANG Ga,ZHANG Jian-min.Development of application of cyclic shear apparatus for soil-structure interface[J].Chinese Journal of Geotechnical Engineering,2003,25(2):149–153.(in Chinese))
[23]张建民,侯文峻,张嘎,等.大型三维土与结构接触面试验机的研制与应用[J].岩土工程学报,2008,30(6):889–894.(ZHANG Jian-min,HOU Wen-jun,ZHANG Ga,et al.Development and application of 3D soil-structure interface test apparatus[J].Chinese Journal of Geotechnical Engineering,2008,30(6):889–894.(in Chinese))
[24]张连卫,张建民,张嘎,等.二维粒状材料双轴压缩试验系统的研制与应用[J].岩土工程学报,2008,30(1):148–152.(ZHANG Lian-wei,ZHANG Jian-min,ZHANG Ga,et al.Development and application of a 2D biaxial compression test system for granular materials[J].Chinese Journal of Geotechnical Engineering,2008,30(1):148–152.(in Chinese))
[25]张嘎,张建民,梁东方.土与结构接触面试验中土颗粒细观运动测量[J].岩土工程学报,2005,27(8):903–907.(ZHANG Ga,ZHANG Jian-min,LIANG Dong-fang.Measurement of soil movement in soil-structure interface test[J].Chinese Journal of Geotechnical Engineering,2005,27(8):903–907.(in Chinese))
[26]张嘎,牟太平,张建民.离心模型试验中基于图像分析的土坡变形场测量[J].岩土工程学报,2007,29(1):94–97.(ZHANG Ga,MU Tai-ping,ZHANG Jian-min.Displacement measurement using image analysis in centrifuge modeling of slope[J].Chinese Journal of Geotechnical Engineering,2007,29(1):94–97.(in Chinese))
[27]张连卫,张建民,张嘎.基于数字图像的粒状材料细观组构特征分析技术[J].岩土工程学报,2008,30(10):1555–1559.(ZHANG Lian-wei,ZHANG Jian-min,ZHANG Ga.Micro-fabric analysis technique for granular materials based on digital images[J].Chinese Journal of Geotechnical Engineering,2008,30(10):1555–1559.(in Chinese))
[28]宋飞,张建民,张嘎,等.等应变增量比试验控制功能的开发与实现[J].岩土工程学报,2009,31(7):1144–1148.(ZHANG Lian-wei,ZHANG Jian-min,ZHANG Ga.Development of constant strain increment ratio path tests[J].Chinese Journal of Geotechnical Engineering,2009,31(7):1144–1148.(in Chinese))
[29]张建民,邵生俊.往返荷载下饱和砂土瞬态有效抗剪强度的研究[J].水利学报,1987,10:33–40.(ZHANG Jian-min,SHAO Shen-jun.Transient effective shear strength of saturated sand under cyclic loading[J].Journal of Hydraulic Engineering,1987,10:33–40.(in Chinese))
[30]张建民,王稳祥.振动频率对饱和砂土动力特性的影响[J].岩土工程学报,1990,12(1):89–97.(ZHANG Jian-min,WANG Wen-xiang.Influence on vibration frequency on dynamic characteristics of saturated sand[J].Chinese Journal of Geotechnical Engineering,1990,12(1):89–97.(in Chinese))
[31]ZHANG Jian-min.Transient shear strength of saturated sand under cyclic loading considering strain-rate effect[J].Soils and Foundations,1994,34(4):51–65.
[32]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU第1期张建民.砂土动力学若干基本理论探究Kohji.Cyclic critical stress states of sand with nonfrictional effects[J].Journal of Engineering Mechanics,ASCE,1999,125(10):1106–1114.
[33]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Moving critical and phase transformation stress state lines of saturated sand during undrained cyclic shear[J].Soils and Foundations,1997,37(2):51–59.
[34]ZHANG Jian-min.Cyclic critical stress state theory of sand with its application to geotechnical problems[R].Tokyo:Tokyo Institute of Technology,1997:1–271.
[35]ISHIHARA K,TATSUOKA F,YASUDA S.Undrained deformation and liquefaction of sand under cyclic stress[J].Soils and Foundations,1975,15(1):29-44.
[36]张建民,时松孝次,田屋裕司.饱和砂土液化后的剪切吸水效应[J].岩土工程学报,1999,21(4):398–402.(ZHANG Jian-min,TOKIMATSU Kohji,TAYA Yuhji.Effect of water absorption in shear of post-liquefaction[J].Chinese Journal of Geotechnical Engineering,1999,21(4):398–404.(in Chinese))
[37]张建民,宋飞.砂土的压剪效应与渐近状态准则[J].岩土工程学报,2008,30(2):166–171.(ZHANG Jian-min,SONG Fei.Compression-dilatancy coupling effect and asymptotic state criterion of sand[J].Chinese Journal of Geotechnical Engineering,2008,30(2):166–171.(in Chinese))
[38]GUDEHUS G,GOLDSCHEIDER M,WINTER H.Mechanical properties of sand and clay and numerical integration methods:some sources of errors and bounds of accuracy[M]//Finite Elements in Geomechanics.New York:1977:121–150.
[39]CHU J,LO S-C R.Asymptotic behavior of a granular soil in strain path testing[J].Géotechnique,1994,44(1):65–82.
[40]张建民,邵生俊.三维应力条件下饱和砂土的动有效抗剪强度准则[J].水利学报,1989,3:54–59.(ZHANG Jian-min,SHAO Shao-jun.Dynamic effective shear strength criterion of saturated sand for three-dimensional stress loading[J].Journal of Hydraulic Engineering,1989,3:54–59.(in Chinese))
[41]MATSUOKA H.On the significance of'spatial mobilized plane'[J].Soils and Foundations,1976,16(1):91–100.
[42]谢定义,张建民.往返荷载下饱和砂土瞬态强度变形变化的机理[J].土木工程学报,1987,20(3):57–70.(XIE Ding-yi,ZHANG Jian-min.Transient change mechanism of strength and deformation of saturated sand under cyclic loading[J].China Civil Engineering Journal,1987,20(3):57–70.(in Chinese))
[43]张连卫,张建民,张嘎.基于SMP的粒状材料各向异性强度准则[J].岩土工程学报,2008,30(8):1107–1111.(ZHANG Lian-wei,ZHANG Jian-min,ZHANG Ga.SMP-based anisotropic strength criterion of granular materials[J].Chinese Journal of Geotechnical Engineering,2008,30(8):1107–1111.(in Chinese))
[44]ZHANG Jian-min,ZHANG Lei,ZHANG Lian-wei.Micro to macro strength behavior of granular materials considering anisotropy and crushing[R].Beijing:Tsinghua University,1–45.
[45]谢定义,张建民.饱和砂土瞬态动力学特性与机理分析[M].西安:陕西科学技术出版社,1995:114–149.(XIE Ding-yi,ZHANG Jian-min.Transient dynamics characteristics and mechanism analysis of saturated sand[M].Xi’an:Shaanxi S&T Press,1995:114–149.(in Chinese))
[46]谢定义,张建民.周期荷载下饱和砂土瞬态孔隙水压力的变化机理和计算模型[J].土木工程学报,1990,23(2):51–60.(XIE Ding-yi,ZHANG Jian-min.Transient change mechanism of pore water pressure in saturated sand under cyclic loading[J].China Civil Engineering Journal,1990,23(2):51–60.(in Chinese))
[47]张建民,谢定义.饱和砂土振动孔隙水压力增长的实用计算方法[J].水利学报,1991,8:45–51.(ZHANG Jian-min,XIE Ding-yi.A pragmatic method for calculating the excess pore water pressure generation of saturated sand under cyclic loading[J].Journal of Hydraulic Engineering,1991,8:45–51.(in Chinese))
[48]张建民,谢定义.饱和砂土震动孔隙水压力长消的解析算法[J].水利学报,1992,12:72–80.(ZHANG Jian-min,XIE Ding-yi.An analytical method for calculating the generation and dissipation of excess pore water pressure in saturated sand under cyclic loading[J].Journal of Hydraulic Engineering,1992,12:72–80.(in Chinese))
[49]ZHANG Jian-min,SHAMOTO Yasuhiro.Analytical theory of seismic pore pressure generation-dissipation in saturated deposit surrounding spreading foundation[J].Technical Research Bulletin,1997,16:29–36.
[50]张建民.砂土的可逆性和不可逆性剪胀规律[J].岩土工程学报,2000,22(1):12–17.(ZHANG Jian-min.Reversible and irreversible dilatancy of sand[J].Chinese Journal of Geotechnical Engineering,2000,22(1):12–17.(in Chinese))
[51]ZHANG Jian-min,LUO Gang.A new cyclic constitutive model for granular materials considering reversible and irreversible dilatancy[C]//XIth International Conference on Soil Dynamics&Earthquake Engineering.USA,2004:46岩土工程学报2012年414-419
[52]张建民,罗刚.考虑可逆与不可逆性剪胀的粗粒土动本构模型[J].岩土工程学报,2005,27(2):178–184.(ZHANG Jian-min,LUO Gang.A new cyclic constitutive model for granular soil considering reversible and irreversible dilatancy[J].Chinese Journal of Geotechnical Engineering,2005,27(2):178–184.(in Chinese))
[53]于艺林,王富强,张建民.球应力循环作用下粒状土变形规律与本构描述[J].清华大学学报,2010,50(9):1365–1368.(YU Yi-lin,WANG Fu-qiang,ZHANG Jian-min.Deformation of characteristics and constitutive modeling of granular soils during cyclic spherical stresses[J].Journal of Tsinghua University,2010,50(9):1365–1368.(in Chinese))
[54]王刚,张建民.密度和压力对砂土变形特性影响的统一模拟[J].清华大学学报,2003,43(8):1100–1103.(WANG Gang,ZHANG Jian-min.Modeling of the influence of density and pressure on sand deformation characteristics[J].2003,43(8):1100–1103.(in Chinese))
[55]张嘎,吴伟,张建民.粗粒土亚塑性损伤模型[J].清华大学学报,2006,46(6):793–796.(ZHANG Ga,WU Wei,ZHANG Jian-min.Hypoelasticity damage model of coarse grained soil[J].Journal of Tsinghua University,2006,46(6):793–796.(in Chinese))
[56]罗刚,张建民.邓肯-张模型和沈珠江双屈服面模型的改进[J].岩土力学,2004,25(6):887–890.(LUO Gang,ZHANG Jian-min.Improvement of Duncan-Chang nonlinear model and Shen Zhujiang’s elastoplastic model for granular soils[J].Rock and Soil Mechanics,2004,25(6):887–890.(in Chinese))
[57]罗刚,张建民.考虑物理状态变化的砂土本构模型[J].水利学报,2004,7:26–31.(LUO Gang,ZHANG Jian-min.Constitutive model for sand considering variation of physical state[J].Journal of Hydraulic Engineering,2004,7:26–31.(in Chinese))
[58]罗刚,张建民.考虑物态变化的六参数砂土本构模型[J].清华大学学报,2004,44(3):402–405.(LUO Gang,ZHANG Jian-min.Six-parameter constitutive model of sand with physical state changes[J].Journal of Tsinghua University,2004,44(3):402–405.(in Chinese))
[59]ZHANG Jian-min,TONG Z X,YU Yi-lin.Effects of cyclic rotation of principal stress axes and intermediate principal stress parameter on the deformation behavior of sands[M].ASCE Geotechnical Special Publication,No.181:1–10.
[60]TONG Zhao-xia,ZHANG Jian-min,YU Yi-lin,et al.Drained deformation behavior of anisotropic sands during cyclic rotation of stress principal axes[J].Journal of Geotchanical and Geoenviromental Engineering,ASCE,2010,136(11):1509–1518.
[61]童朝霞,张建民,张嘎.考虑应力主轴循环旋转效应的砂土弹塑性本构模型[J].岩石力学与工程学报,2009,28(9):1918–1927.(TONG Zhao-xia,ZHANG Jian-min,ZHANG Ga.An elastoplastic constitutive model of sands considering cyclic rotation of principal stress axes[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(9):1918–1927.(in Chinese))
[62]TONG Zhao-xia,YU Yi-lin,ZHANG Jian-min,et al.Deformation behavior of sands subjected to cyclic rotation of principal stress axes[J].Chinese Journal of Geotechnical Engineering,2008,30(8):1196–1202.
[63]童朝霞,张建民,于艺林,等.中主应力系数对应力主轴循环旋转条件下砂土变形特性的影响[J].岩土工程学报,2009,31(6):946–952.(TONG Zhao-xia,ZHANG Jian-min,YU Yi-lin,et al.Effects of intermediate principal stress parameter on deformation behavior of sands under cyclic rotation of principal stress axes[J].Chinese Journal of Geotechnical Engineering,2009,31(6):946–952.(in Chinese))
[64]童朝霞,张建民,张嘎.应力主轴旋转对波浪作用下堤防变形的影响分析[J].工程力学,2009,26(10):67–73.(TONG Zhao-xia,ZHANG Jian-min,ZHANG Ga.Effects of principal stress axis rotation on the deformation of a dam under wave loading[J].Engineering Mechanics,2009,26(10):67–73.(in Chinese))
[65]WANG ZL,Dafalias YF,SHEN CK.Boundary surface hypoplasticity model for sand[J].Journal of Engineering Mechanics,ASCE,1990,116(5):983–1001.
[66]沈珠江.复杂荷载下砂土液化变形的结构性模型[C]//第五届全国土动力学学术会议论文集.大连:大连理工大学出版社,1998:1–10.(SHEN Zhu-jiang.Structural model for sand liquefaction deformation under complex loading[C]//Proceedings of the Fifth National Conference on Soil dynamics.Dalian:Dalian University of Technology,1998:1–10.(in Chinese))
[67]YOSHIMI Y.Evaluation of in-situ liquefaction resistance of sands based on high-quality undisturbed specimens[C]//Proceedings of Symposium on Developments in Geotechnical Engineering.Bangkok,1994:25–34.
[68]SHAMOTO Yasuhiro,ZHANG Jian-min.Evaluation of seismic settlement potential of saturated sandy ground based on concept of relative compression[J].Soils and Foundations,1998,38(S2):57–68.
[69]CASTRO G.Liquefaction and cyclic mobility of saturated第1期张建民.砂土动力学若干基本理论探究sand[J].Journal of Geotechnical Engineering Division,ASCE,1975,101(6):551–569.
[70]SEED HB,LEE KL.Liquefaction of saturated sands during cyclic loading[J].Journal of Soil Mechanics and Foundation Engineering Division,ASCE,1966,92(6):105–134.
[71]HAMADA,M.YASUDA,S,ISOYAMA R,et al.Study on liquefaction induced permanent ground displacements[R].Tokyo:Association for the Development of Earthquake Prediction,1986:1–87.
[72]SHAMOTO Yasuhiro,ZHANG Jian-min,TOKIMATSU Kohji.Horizontal residual post-liquefaction deformation of level ground[M].ASCE Geotechnical Special Publication,1998,75:373–384.
[73]ZHANG Jian-min,WANG Gang.Large post-liquefaction deformation of sand,part I:physical mechanism,constitutive description and numerical algorithm[J].Acta Geotechnica,2012,7(1):1–49.
[74]ZHANG Jian-min,WANG Gang,WANG Fu-qiang.Large post-liquefaction deformation of sand,Part II:flowslide depending on shearing-induced water absorption[R].Beijing:Tsinghua University,2011:1–44.
[75]SHAMOTO Yasuhiro,ZHANG Jian-min,GOTO Shigeru.Mechanism of large post–liquefaction deformation in saturated sands[J].Soils and Foundations,1997,37(2):71–80.
[76]张建民,王刚.砂土液化大变形的机理[J].岩土工程学报,2006,28(7):835–840.(ZHANG Jian-min,WANG Gang.Mechanism of large post-liquefaction deformation in saturated sand[J].Chinese Journal of Geotechnical Engineering,2006,28(7):835–840.(in Chinese))
[77]ZHANG Jian-min,WANG Gang.Fundamentals and constitutive model of large post-liquefaction deformation in saturated sand[C]//Proceedings of the 2nd Sino-Japanese Geotechnical Symposium.Shanghai,2003:43–67.
[78]SHAMOTO Yasuhiro,ZHANG Jian-min.Evaluation of seismic settlement potential in sand deposits based on concept of relative compression[J].Soils and Foundations,1998,38(2):57–68.
[79]张建民,王富强.饱和剪胀性砂土液化后流滑现象与机理[J].岩土力学,2010,31(9):2712–2715.(ZHANG Jian-min,WANG Fu-qiang.Post-liquefaction flow failure of saturated dilative sands and its mechanism[J].Rock and Soil Mechanics,2010,31(9):2712–2715.(in Chinese))
[80]张建民,王富强.考虑围压和密度的饱和砂土液化后单调加载本构方程[J].清华大学学报(自然科学版),2008,48(12):2044–2047.(ZHANG Jian-min,WANG Fu-qiang.Monotonic loading constitutive model of saturated liquefied sand considering the density and confining stress[J].Journal of Tsinghua University.2008,48(12):2044–2047.(in Chinese))
[81]ZHANG Jian-min WANG Gang.A constitutive model for evaluating small to large cyclic strains of saturated sand during liquefaction process[J].Chinese Journal of Geotechnical Engineering,2004,26(4):546–552.
[82]王刚,张建民.砂土液化大变形的弹塑性循环本构模型[J].岩土工程学报,2007,29(1):51–59.(WANG Gang,ZHANG Jian-min.A cyclic elasto-plastic constitutive model for evaluation of large post-liquefaction deformation of sand[J].Chinese Journal of Geotechnical Engineering,2007,29(1):51–59.(in Chinese))
[83]张建民,王刚.考虑地基液化后大变形的桩-土动力相互作用分析[J].清华大学学报,2004,44(2):429–432.(ZHANG Jian-min,WANG Gang.Dynamic pile-soil interaction analysis considering large post-lique-faction ground deformation[J].Journal of Tsinghua University,2004,44(2):429–432.(in Chinese))
[84]张建民.水平地基液化后大变形对桩基础的影响[J].建筑结构学报.2001,22(5):75–78.(ZHANG Jian-min.Effect of large horizontal post-liquefaction deformation of level ground on pile foundation[J].Journal of Building Engineering,2001,22(5):75–78.(in Chinese))
[85]王刚,张建民.砂土液化变形的数值模拟[J].岩土工程学报,2007,29(3):403–409.(WANG Gang,ZHANG Jian-min.Numerical modeling of liquefaction-induced deformation in sand[J].Chinese Journal of Geotechnical Engineering.2007,29(3):403–409.(in Chinese))
[86]王刚,张建民,魏星.可液化土层中地下车站的地震翻反应分析[J].岩土工程学报,2011,33(11):1623–1641.(WANG Gang,ZHANG Jian-min,WEI Xing.Seismic response analysis of a subway station in liquefiable soil[J].Chinese Journal of Geotechnical Engineering,2011,33(11):1623–1641.(in Chinese))
[87]SHAMOTO Yasuhiro,SATO Masayoshi,ZHANG Jian-min.Simplified estimation of earthquake-induced settlements in sand deposits[J].Soils and Foundations,1996,36(1):39–50.
[88]SHAMOTO Y,KATSURA Y,TAMAOKI K,et al.A simplified method for evaluating the effectiveness of compassion piles in sands containing fines[J].Soils and Foundations,1997,37(2):71–80.
[89]SHAMOTO Yasuhiro,ZHANG Jian-min,TOKIMATSU Kohji.New charts for predicting large residual post-lique-faction ground deformation[J].Soil Dynamics and 48岩土工程学报2012年Earthquake Engineering,1998,17(3):427–438.
[90]SHAMOTO Yasuhiro,ZHANG Jian-min,TOKIMATSU Kohji.Methods for predicting large residual post-liquefaction ground settlement and horizontal displacement[J].Soils and Foundations,1998,38(2):69–83.
[91]SHAMOTO Yasuhiro,ZHANG Jian-min,TOKIMATSU Kohji.A new approach to evaluate post-liquefaction permanent deformation in saturated sands[C]//Eleventh World Conference on Earthquake Engineering.Mexico,1996.
[92]张建民.地震液化后地基大变形的实用预测方法[C]//中国土木工程学会第八届土力学及岩土工程学术会议论文集.北京:万国学术出版社,1999:573–576.(ZHANG Jian-min.Practical methods for predicting large post-liquefaction deformation of sandy ground[C].Proceedings of Eighth National Conference on Soil Mechanics and Geotechnical Engineering,CCES.Beijing:Wanguo Press,1998:573–576.(in Chinese))
[93]屈智炯.土的塑性力学[M].成都:成都科技大学出版社,1987:295–302.(QU Zhi-jiong.Soil plasticity mechanics[M].Chengdou:Cheng T&S University Press,1987:295–302.(in Chinese))
[94]TOTIMATSU Kohji,YOSHIMI Yoshiaki.Empirical correlation of soil liquefaction based on SPT N-value and fines content[J].Soils and Foundations,23(4):56–74.
[95]ZHANG Ga,ZHANG Jian-min.Large-scale apparatus for monotonic and cyclic soil-structure interface test[J].Geotechnical Testing Journal,2006,29(5):401–408.
[96]ZHANG Ga,LIANG Dong-fang,ZHANG Jian-min.Image analysis measurement of soil particle movement during a soil-structure interface test[J].Computers and Geotechnics,2006,33(4-5):248–259.
[97]ZHANG Ga,ZHANG Jian-min.Monotonic and cyclic tests of interface between structure and gravelly soil[J].Soils and Foundations,2006,46(4):505–518.
[98]冯大阔,张建民.粗粒土与结构接触面静动力学特性的大型单剪试验研究[J].岩土工程学报(已录用).(FENG Da-kuo,ZHANG Jian-min.Test investigation on monotonic and cyclic behavior of gravel-structure interface using large-scale simple shear device[J].Chinese Journal of Geotechnical Engineering,(accepted).(in Chinese))
[99]冯大阔,侯文峻,张建民.粗粒土与结构接触面三维力学特性的直剪试验研究[J].土木工程学报(已录用).(FENG Da-kuo,HOU Wen-jun,ZHANG Jian-min.Test investigation on 3-D behavior of gravel-structure interface using large-scale direct shear device[J].China Civil Rngineering Journal(accepted).(in Chinese))
[100]冯大阔,张建民.剪切路径对粗粒土与结构接触面三维特性影响分析[R].北京:清华大学,2010.(Influence of shearing path on three-dimensional interface behavior of coarse grained soil[R].Beijing:Tsinghua University,2010.(in Chinese))
[101]冯大阔,侯文峻,张建民,等.法向常刚度切向应力控制接触面动力特性试验研究[J].岩土工程学报,2011,33(6):846–852.(FENG Da-Kuo,HOU Wen-jun,ZHANG Jian-min,et al.Experimental study on cyclic behavior of gravel-structure interface with stress-control mode under constant normal stiffness[J].Chinese Journal of Geotechnical Engineering,2011,33(6):846–852.(in Chinese))
[102]冯大阔,侯文峻,张建民,等.不同法向边界条件接触面三维力学特性的试验研究[J].岩土力学,2010,31(8):2419–2424.(FENG Da-kuo,HOU Wen-jun,ZHANG Jian-min,et al.Experimental study on 3D cyclic behavior of soil-structure interface under different normal stiffness condition[J].Rock and Soil Mechanics,2010,31(8):2419–2424.(in Chinese))
[103]冯大阔,侯文峻,张建民.法向刚度值对粗粒土与结构接触面力学特性的影响分析[R].北京:清华大学,2011.(FENG Da-kuo,HOU Wen-jun,ZHANG Jian-min.Effect of normal stiffness on interface behavior between gravelly soil and structure[R].Beijing:Tsinghua University,2011.(in Chinese))
[104]冯大阔,张建民.循环直剪条件下粗粒土与结构接触面颗粒破碎研究[J].岩土工程学报(已录用).(FENG Da-kuo,ZHANG Jian-min.Particle breakage of the gravel-structure interface due to cyclic shear application[J].Chinese Journal of Geotechnical Engineering,(accepted))
[105]冯大阔,张建民.结构面板异向性对接触面力学特性的影响分析[R].北京:清华大学,2011.(FENG Da-kuo,ZHANG Jina-min.Effect of anisotropy of structure surface on interface behavior of soil-structure[R].Beijing:Tsinghua University,2011.(in Chinese))
[106]冯大阔,张建民,侯文峻.三维加载条件下粗粒土与结构接触面力学特性的试验研究[J].地震工程与工程振动,2010,30(6):154–161.(FENG Da-kuo,ZHANG Jian-min,HOU Wen-jun.Progressive test investigation on 3D behavior of gravel-structure interface[J].Journal of Earthquake Engineering and Engineering Vibration,2010,30(6):154–161.(in Chinese))
[107]张嘎,张建民.粗粒土与结构接触面受载过程中的损伤[J].力学学报,2004,36(3):322–327.(ZHANG Ga,ZHANG Jian-min.Loading-induced damage of the interface between structure and coarse grained soil[J].Acta Mechanica第1期张建民.砂土动力学若干基本理论探究Sinica,2004,36(3):322-327.(in Chinese))
[108]张嘎,张建民.夹有泥皮粗粒土与结构接触面力学特性试验研究[J].岩土力学,2005,26(9):1374–1378.(ZHANG Ga,ZHANG Jian-min.Experimental study on behavior of soil-structure interface with slurry[J].Rock and Soil Mechanics,2005,26(9):1374–1378.(in Chinese))
[109]冯大阔,张嘎,张建民,等.常刚度条件下粗粒土与结构接触面三维力学特性试验研究[J].岩土工程学报,2009,31(10):1571–1577.(FENG Da-kuo,ZHANG Ga,ZHANG Jian-min,et al.Experimental study on 3D cyclic behavior of soil-structure interface under constant normal stiffness condition[J].Chinese Journal of Geotechnical Engineering,2009,31(10):1571–1577.(in Chinese))
[110]冯大阔,张建民.球形粒状介质与钢板接触面力学特性的试验研究[J].岩石力学与工程学报,2011,30(9):1827–1834.(FENG DA-kuo,ZHANG Jian-min.Test investigation on mechanical behavior of spherical granular media-steel plate interface[J].Journal of Rock Mechanics and Engineering,2011,30(9):1827–1834.(in Chinese))
[111]ZHANG Ga,ZHANG Jian-min.Large-scale monotonic and cyclic tests of interface between geotextile and gravelly soil[J].Soils and Foundations,2009,49(1):75–84.
[112]ZHANG Ga,ZHANG Jian-min.Constitutive rules of cyclic behavior of interface between structure and gravelly soil[J].Mechanics of Materials,2009,41(1):48–59.
[113]冯大阔,侯文峻,张建民.粗粒土与结构接触面切向变形非共轴现象的试验研究[J].岩土工程学报,2011,33(7):1066–1071.(FENG Da-kuo,HOU Wen-jun,ZHANG Jian-min.Experimental study on non-coaxial behavior of gravel-structure interface in tangential direction[J].Chinese Journal of Geotechnical Engineering,2011,33(7):1066–1071.(in Chinese))
[114]ZHANG Ga,WANG Li-ping,ZHANG Jian-min.Dilatancy of the interface between a structure and gravelly soil[J].Géotechnique,2011,61(1):75–84.
[115]ZHANG Ga,ZHANG Jian-min.Unified modeling of monotonic and cyclic behavior of interface between structure and gravelly soil[J].Soils and Foundations,2008,48(2):231–245.
[116]ZHANG Ga,WANG Li-ping,ZHANG Jian-min.Monotonic and cyclic modeling of interface between geotextile and gravelly soil[J].International Journal for Numerical and Analytical Methods in Geomechanics,2010,34(13):1346–1361.
[117]ZHANG Ga,ZHANG Jian-min.Numerical modeling of soil-structure interface of a concrete-faced rockfill dam[J].Computers and Geotechnics,2009,36(5):762–772.
[118]张嘎,张建民.土与结构接触面弹塑性损伤模型用于单桩与地基相互作用分析[J].工程力学,2006,23(2):72–77.(ZHANG Ga,ZHANG Jian-min.Elastoplastic damage model of soil-structure interface in single pile-soil interaction analysis[J].Engineering Mechanics,2006,23(2):72–77.(in Chinese))
[119]张建民,张嘎,刘芳.面板堆石坝挤压式边墙的概化数值分析模型及应用[J].岩土工程学报,2005,27(3):249–253.(ZHANG Jian-min,ZHANG Ga,LIU Fang.Asimplified equivalent numerical model of extrusion-sidewall for CFRD and its application[J].Chinese Journal of Geotechnical Engineering,2005,27(3):249–253.(in Chinese))
[120]ZHANG Ga,ZHANG Jian-min.Modeling of low-cement extruded curb of concrete-faced rockfill dam[J].Canadian Geotechnical Journal,2011,48(1):89–97.
[121]CLOUGH G W,DUNCAN J M.Finite element analyses of retaining wall behavior[J].ASCE Journal of the Soil Mechanics and Foundations Division,1971,97(12):1657–1673.
[122]MONONOBE H.Considerations into earthquake vibrations and vibration theories[J].Journal of the Japanese Society of Civil Engineering,1924,10(5):1063–1094.(in Japanese)
[123]OKABE S.General theory on earth pressure and seismic stability of retaining walls and dams[J].Journal of the Japanese Society of Civil Engineering,1924,10(6):1277–1323.
[124]TERZAGHI K.Large retaining wall tests[J].Engineering News Record,1934,112:136–140.
[125]MATSUO M,KENMOCHI S,YAGI H.Experimental study on earth pressure of retaining wall by field tests[J].Soils and Foundations,1978,18(3):27–41.
[126]FANG Y S,CHEN T J,WU B F.Passive earth pressures with various wall movements[J].Journal of Geotechnical Engineering,1994,120(8):1307–1323.
[127]FANG Y S,HO Y C,CHEN T J.Passive earth pressure with critical state concept[J].Journal of Geotechnical and Geoenvironmental Engineering,2002,127(3):248–257.
[128]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Evaluation of earth pressure under any lateral deformation[J].Soils and Foundations,1998,38(1):15–33.
[129]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Seismic earth pressure theory for retaining walls under any lateral displacement[J].Soils and Foundations,1998,38(2):143–163.50
[130]SONG Fei,ZHANG Jian-min.Evaluation of seismic earth pressures at the passive side[C]//Proceedings of the 14th World Conference on Earthquake Engineering.Beijing,2008.
[131]宋飞,张建民.考虑挡墙位移效应的被动侧土压力计算方法[J].岩土力学,2010,32(1):151–158.(SONG Fei,ZHANG Jian-min.Method for computing earth pressure at the passive side considering wall displacement effect[J].Rock and Soil Mechanics,32(1):151–158.(in Chniese))
[132]ZHANG Jian-min,SONG Fei,LI De-ji.Effect of strain localization on seismic active earth pressures[J].Journal of Geotechnical and Geoenvironmental Engineering,2010,ASCE,136(7):999–1003.
[133]ZHANG Jian-min,SHAMOTO Yasuhiro,SATO Masayoshi.Dynamic soil and water pressures against quay walls[C]//Proceedings 98’IS Centrifuge.1998,1:154–159.
[134]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Seismic earth pressure against basement wall[C]//Proceedings of the 8th International Conference on Soil Dynamics and Earthquake Engineering.Istanbul,1997
[135]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Earth pressures on rigid walls during earthquakes[J].Geotechnical Special Publication,ASCE,1998,75:1053–1066.
[136]ZHANG Ga,ZHANG Jian-min.Simplified methods for dynamic soil and semi-berried structure interaction[C]//Proceedings of 4th International Conference on Advances in Geotechnical Earthquake Engineering and Soil Dynamics.USA.2001.
[137]ZHANG Jian-min,SHAMOTO Yasuhiro.Total stress change during cyclic loading under K0 conditions[C]//Proceedings of 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.Missouri,1995:47–52.
[138]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Total lateral stress change in saturated sand after liquefaction under different strain constraints[C]//Proceedings of 11th World Conference on Earthquake Engineering.Mexico,1996.
[139]张建民,社本康广,时松孝次.地下结构物上地震土压力的评价方法[C]//日本建筑学会第五届结构物与地基动力相互作用学术讨论会论文集.东京,1998.(ZHANG Jian-Min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Methods for evaluating seismic earth pressures against underground structure[C]//Proceedings of Fifth Symposium on Dynamic Interaction between Structure and Foundation,Japan Architecture Institution.Tokyo,1998.(in Japanese))
[140]SHAMOTO Y,ZHANG Jian-min,KUSUKAME T.A simple method for triaxial strain path testing of soils[J].Soils and Foundations,1996,36(2):129–137.
[141]宋飞,张建民.平动模式下刚性挡墙被动侧土压力计算方法[C]//中国土木工程学会第十届土力学及岩土工程学术会议论文集(下册).重庆,2007:447–451.(SONG Fei,ZHANG Jian-min.Earth pressure at the passive side against rigid retaining wall under translational mode[C]//Proceedings of the 10th Chinese National Conference on Soil Mechanics and Geotechnical Engineering.Chongqing,2007:447–451.(in Chinese))
[142]宋飞,张建民.考虑侧向变形的各向异性砂土土压力试验研究[J].岩石力学与工程学报,2009,28(9):1884–1895.(SONG Fei,ZHANG Jian-min.Investigation of earth pressure for anisotropic sand considering wall movement[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(9):1884–1895.(in Chinese))
[143]宋飞,张建民,刘超.各向异性砂土K0试验研究[J].岩土力学,2010,31(12):3727–3734.(SONG Fei,ZHANG Jian-min,LIU Chao.Experimental study of K0 for anisotropic sand[J].Rock and Soil Mechanics,2010,31(12):3727–3734.(in Chinese))
[144]宋飞,张建民.各向异性砂土主动侧土压力计算方法[J].岩土力学,2011,32(4):1029–1034.(SONG Fei,ZHANG Jian-min.Evaluation of earth pressure at the active side for anisotropic sand[J].Rock and Soil Mechanics,2011,32(4):1039–1034.(in Chinese))
[145]SATO Masayoshi,ZHANG Jian-min.Liquefaction-induced damage to caisson-type quay wall and its neighboring pile foundation[C]//Proceedings Centrifuge(IS-Tokyo 98).Toky,1998.