引文
[1]栾茂田,金丹,张振东,等.饱和松砂的双向耦合剪切特性试验研究[J].岩土工程学报,2009,31(3):319-325(Luan Maotian,Jin Dan,Zhang Zhendong,et al.Liquefaction of sand under bi-directional cyclic loading[J].Chinese Journal of Geotechnical Engineering,2009,31(3):319-325(in Chinese))
[2]张健,高玉峰,沈扬,等.波浪荷载作用下饱和粉土反正弦孔压拟合参数影响因素分析[J].岩土力学,2011,32(3):727-732(Zhang Jian,Gao Yufeng,Shen Yang,et al.Factor analysis of fitting parameter for saturated silt arcsin pore water pressure under wave loading[J].Rock and Soil Mechanics,2011,32(3):727-732(in Chinese))
[3]蔡袁强,王军,海钧.双向激振循环荷载作用下饱和软黏土强度和变形特性研究[J].岩石力学与工程学报,2008,27(3):495-504(Cai Yuanqiang,Wang Jun,HaiJun.Study on strength and deformation behaviors of soft clay under bidirectional exciting cyclic loading[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(3):495-504(in Chinese))
[4]王军,蔡袁强,丁光亚,等.双向激振下饱和软黏土动模量与阻尼变化规律试验研究[J].岩石力学与工程学报,2010,29(2):423-432(Wang Jun,Cai Yuanqiang,Ding Guangya,et al.Experimental research on changing rules of dynamic modulus and damping ratio of saturated soft clay under bidirectional exciting cyclic loading[J].Chinese Journal of Geotechnical Engineering,2010,29(2):423-432(in Chinese))
[5]王兰民,邓津,黄媛.黄土震陷性的微观结构量化分析[J].岩石力学与工程学报,2007,26(增1):3025-3031(Wang Lanmin,Deng Jin,Huang Yuan.Quantitative analysis of microstructure of loess seismic subsidence[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(S1):3025-3031(in Chinese))
[6]徐舜华,王兰民,孙军杰.基于几个黄土物性参数的震陷判定研究[J].世界地震工程,2010,26(增):90-93(Xu Shunhua,Wang Lanmin,Sun Junjie.Study on determination of loess seismic subsidence based on several physical parameters[J].World Earthquake Engineering,2010,26(S):90-93(in Chinese))
[7]杨春鸣,邵生俊,王超.黄土动力特性参数的相关性分析[J].世界地震工程,2010,26(增):70-74(Yang Chunming,Shao Shengjun,Wang Chao.Correlation analysis of loess dynamic characteristic parameters[J].World Earthquake Engineering,2010,26(S):70-74(in Chinese))
[8]阮元成,陈宁,刘小生,等.覆盖层土体最大动剪模量室内外试验比较分析[J].水利学报,2005,36(4):496500(Ruan Yuancheng,Chen Ning,Liu Xiaosheng,et al.Comparative analysis on laboratory and field test of maximum dynamic shear modulus of overburden layers[J].Journal of Hydraulic Engineering,2005,36(4):496-500(in Chinese))
[9]章为民,陈生水.紫坪铺面板堆石坝汶川地震永久变形实测结果分析[J].水力发电,2010,36(8):51-53(Zhang Weimin,Chen Shengshui.Analysis on permanent deformation monitoring data of Zipingpu concrete faced rockfill dam after Wenchuan earthquake[J].Water Power,2010,36(8):51-53(in Chinese))
[10]邹德高,孟凡伟,孔宪京,等.堆石料残余变形特性研究[J].岩土工程学报,2008,30(6):807-812(Zou Degao,Meng Fanwei,Kong Xianjing,et al.Residual deformation behavior of rock-fill materials[J].Chinese Journal of Geotechnical Engineering,2008,30(6):807-812(in Chinese))
[11]刘汉龙,林永亮,凌华,等.加筋堆石料的动残余变形特性试验研究[J].岩土工程学报,2010,32(9):1418-1421(Liu Hanlong,Lin Yongliang,Ling Hua,et al.Residual deformation behaviors of reinforced rock-fill materials[J].Chinese Journal of Geotechnical Engineering,2010,32(9):1418-1421(in Chinese))
[12]杨贵,刘汉龙,陈育民,等.堆石料动力变形特性的尺寸效应研究[J].水力发电学报,2009,28(5):121-126(Yang Gui,Liu Hanlong,Chen Yumin,et al.Research on size effect of rock-fill materials on dynamic deformation property[J].Journal of Hydroelectric Engineering,2009,28(5):121-126(in Chinese))
[13]沈珠江.一个计算砂土液化变形的等价粘弹性模式[C]//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集.北京:中国建筑工业出版社,1986
[14]路德春,姚仰平,张在明,等.循环加载条件下土的应力路径本构模型[J].水利学报,2008,39(8):907-915(Lu Dechun,Yao Yangping,Zhang Zaiming,et al.Constitutive model for soils under the condition of cyclic loading[J].Journal of Hydraulic Engineering,2008,39(8):907-915(in Chinese))
[15]庄海洋,陈国兴,朱定华.土体动力粘塑性记忆型嵌套面本构模型及其验证[J].岩土工程学报,2006,28(10):1267-1272(Zhuang Haiyang,Chen Guoxing,Zhu Dinghua.Dynamic visco-plastic memorial nested yield surface model of soil and its verification[J].Chinese Journal of Geotechnical Engineering,2006,28(10):1267-1272(in Chinese))
[16]蔡袁强,柳伟,徐长节,等.基于修正Iwan模型的软黏土动应力-应变关系研究[J].岩土工程学报,2007,29(9):1314-1319(Cai Yuanqiang,Liu Wei,Xu Changjie,et al.Study on dynamic stress-strain relationship of soft clay based on modified Iwan’s model under undrained cyclic loading[J].Chinese Journal of Geotechnical Engineering,2007,29(9):1314-1319(in Chinese))
[17]高广运,时刚,顾中华,等.一个考虑循环荷载作用的简化模型[J].岩土力学,2008,29(5):1195-1199(Gao Guangyun,Shi Gang,Gu Zhonghua,et al.A simplified elastoplastic constitutive model under undrained cyclic loading[J].Rock and Soil Mechanics,2008,29(5):1195-1199(in Chinese))
[18]张建民,罗刚.考虑可逆与不可逆剪胀的粗粒土动本构模型[J].岩土工程学报,2005,27(2):178-184(Zhang Jianmin,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))
[19]黄茂松,刘明,柳艳华.循环荷载下软黏土的各向异性边界面模型[J].水利学报,2009,40(2):188-193,200(Huang Maosong,Liu Ming,Liu Yanhua.Anisotropic bounding surface model for saturated soft clay under cyclicloading[J].Journal of Hydraulic Engineering,2009,40(2):188-193,200(in Chinese))
[20]杨超,崔玉军,黄茂松,等.循环荷载下非饱和结构性黄土的损伤模型[J].岩石力学与工程学报,2008,27(4):805-810(Yang Chao,Cui Yujun,Huang Maosong,et al.Damage model for unsaturated structural loess under cyclic loading[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(4):805-810(in Chinese))
[21]熊玉春,陈久照.考虑各向异性影响的循环弹塑性模型[J].岩土工程学报,2008,30(8):1165-1170(Xiong Yuchun,Chen Jiuzhao.Cyclic elasto-plastic constitutive model considering anisotropic effect[J].Chinese Journal of Geotechnical Engineering,2008,30(8):1165-1170(in Chinese))
[22]高广运,高盟,冯世进.无限弹性介质中隧道内爆炸动力响应的解析解[J].西北地震学报,2008,30(2):124-127,144(Gao Guangyun,Gao Meng,Feng Shijin.Analytical solution for the dynamic response of tunnel to an internal explosion in infinite elastic medium[J].Northwestern Seismological Journal,2008,30(2):124-127,144(in Chinese))
[23]蔡袁强,王玉,曹志刚.移动荷载作用下饱和地基上板式轨道动力分析[J].振动工程学报,2011,24(1):48-54(Cai Yuanqiang,Wang Yu,Cao Zhigang.Dynamic analysis of a slab track on the poroelastic soil subjected to moving loads[J].Journal of Vibration Engineering,2011,24(1):48-54(in Chinese))
[24]张艳美,张旭东.饱和砂土地基三维地震响应分析[J].工程抗震与加固改造,2007,29(5):109-113(Zhang Yanmei,Zhang Xudong.Three dimension eearthquake response analysis of saturated sand foundation[J].Earthquake Resistant Engineering and Retrofitting,2007,29(5):109-113(in Chinese))
[25]唐亮,凌贤长,徐鹏举,等.土体液化动力分析数值模型[J].哈尔滨工业大学学报,2010,42(4):521-524(Tang Liang,Ling Xianchang,Xu Pengju,et al.Numerical model for dynamic analysis of soil liquefaction[J].Journal of Harbin Institute of Technology,2010,42(4):521-524(in Chinese))
[26]岑威钧,眭峰,顾淦臣.土质堤坝地震反应的简化有效应力计算方法[J].水力发电,2007,33(12):35-37(Cen Weijun,Sui Feng,Gu Ganchen.FEM analysis on resistance of earthquake impact for earth dike and dam[J].Water Power,2007,33(12):35-37(in Chinese))
[27]吕西林,任红梅,李培振.地震作用下可液化土的数值模拟与试验验证[J].建筑科学与工程学报,2009,26(4):1-6(Lu Xilin,Ren Hongmei,Li Peizhen.Numerical simulation and test verification of liquefiable soil under seismic action[J].Journal of Architecture and Civil Engineering,2009,26(4):1-6(in Chinese))
[28]刘晶波,吕彦东.结构-地基动力相互作用问题分析的一种直接方法[J].土木工程学报,1998,31(3):55-64(Liu Jingbo,Lu Yandong.A direct method for analysis of dynamic soil-structure interaction[J].China Civil Engineering Journal,1998,31(3):55-64(in Chinese))
[29]刘晶波,谷音,杜义欣.一致粘弹性人工边界及粘弹性边界单元[J].岩土工程学报,2006,28(9):1070-1075(Liu Jingbo,Gu Yin,Du Yixin.Consistent viscous-spring artificial boundaries and viscous-spring boundary elements[J].Chinese Journal of Geotechnical Engineering,2006,28(9):1070-1075(in Chinese))
[30]张顺福,王海波,杨会臣.等效黏性边界单元及黏性边界波动输入方法[J].水利学报,2008,39(10):1248-1255(Zhang Shunfu,Wang Haibo,Yang Huichen.Equivalent viscous boundary elements and the method of wave input for viscous boundary[J].Journal of Hydraulic Engineering,2008,39(10):1248-1255(in Chinese))
[31]Liao Z P,Yang G.Multi-directional transmitting boundaries for steady-state SH waves[J].Earthquake Engineering&Structural Dynamics,1995,24(3):361-371
[32]Wolf J P,Song C.Doubly asymptotic multi‐directional transmitting boundary for dynamic unbounded medium-structure-interaction analysis[J].Earthquake Engineering&Structural Dynamics,1995,24(2):175-188
[33]王立涛,马怀发,陈厚群.人工黏弹性边界与透射边界数值处理稳定性分析[C]//和谐地球上的水工岩石力学———第三届全国水工岩石力学学术会议论文集.上海:同济大学出版社,2010
[34]杜修力,赵密,王进廷.近场波动模拟的人工应力边界条件[J].力学学报,2006,38(1):49-56(Du Xiuli,Zhao Mi,Wang Jinting.A stress artificial boundary in fea for near-field wave problem[J].Chinese Journal of Theoretical and Applied Mechanics,2006,38(1):49-56(in Chinese))
[35]张琪玮,陈鹏郎,牛荻涛.高层建筑地基、基础与上部结构动力共同工作的BEM/FEM耦合分析[J].长安大学学报:建筑与环境科学版,2003,20(1):16-20(Zhang Weiqi,Chen Penglang,Niu Ditao.Analysis of BEM/FEM coupling method applied to kinematic interaction of soil-foundation-superstructure of high-rise building[J].Journal of Chang’an University:Architecture and Environment Science Edition,2003,20(1):16-20(in Chinese))
[36]方志,陆浩亮,王龙.土-结构动力相互作用研究综述[J].世界地震工程,2006,22(1):57-63(Fang Zhi,Lu Haoliang,Wang Long.An overview on research of dynamic soil-structure interaction[J].World Earthquake Engineering,2006,22(1):57-63(in Chinese))
[37]Cai Y X,Gould P L,Desai C S.Nonlinear analysis of3D seismic interaction of soil-pile-structure systems andapplication[J].Engineering Structures,2000,22(2):191-199
[38]Takewaki I.Bound of earthquake input energy to soil-structure interaction systems[J].Soil Dynamics and Earthquake Engineering,2005,25(7/8/9/10):741-752
[39]庄海洋,宰金珉,陈国兴.土-地下结构的非线性动力相互作用———理论及应用[J].自然灾害学报,2006,15(6):174-181(Zhuang Haiyang,Zai Jinmin,Chen Guoxing.Nonlinear dynamic interaction between soil and underground structure:theory and application[J].Journal of Natural Disasters,2006,15(6):174-181(in Chiness))
[40]李培振,程磊,吕西林,等.可液化土-高层结构地震相互作用振动台试验[J].同济大学学报:自然科学版,2010,38(4):467-474(Li Peizhen,Cheng Lei,Lu Xilin,et al.Shaking table testing on high-rise buildings considering liquefiable soil-structure interaction[J].Journal of Tongji University:Natural Science Edition,2010,38(4):467-474(in Chinese))
[41]Fakharian K,Evgin E.Elasto-plastic modeling of stress-path-dependent behaviour of interface[J].International Journal for Numerical and Analytical Methods in Geomechanics,2000,24(2):183-199
[42]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 Jianmin.Development and application of cyclic shear apparatus for soil-structure interface[J].Chinese Journal of Geotechnical Engineering,2003,25(5):149-153(in Chinese))
[43]张嘎,张建民.粗粒土与结构接触面统一本构模型及试验验证[J].岩土工程学报,2005,27(10):1175-1179(Zhang Ga,Zhang Jianmin.Unified modeling of soil-structure interface and its test confirmation[J].Chinese Journal of Geotechnical Engineering,2005,27(10):1175-1179(in Chinese))
[44]刘平,杨贵,高德清,等.循环荷载作用下粗粒料与掺砾粘土接触面单剪试验研究[J].防灾减灾工程学报,2011,31(1):91-95(Liu Ping,Yang Gui,Gao Deqing,et al.Cyclic simple-shear tests on the interface between granular material and gravel-clay[J].Journal of Disaster Prevention and Mitigation Engineering,2011,31(1):91-95(in Chinese))
[45]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):2419-2424,2478(Feng Dakuo,Hou Wenjun,Zhang Jianmin,et al.Experimental study of3D cyclic behavior of interface under different normal boundary conditions[J].Rock and Soil Mechanics,2010,31(8):2419-2424,2478(in Chinese))
[46]沈德建,吕西林.地震模拟振动台及模型试验研究进展[J].结构工程师,2006,22(6):55-58,63(Shen Dejian,Lu Xilin.Research advances on simulating earthquake shaking tables and model test[J].Structural Engineers,2006,22(6):55-58,63(in Chinese))
[47]程绍革,张自平,贺军,等.大型高性能振动台模拟地震实验室[J].工程抗震与加固改造,2006,28(5):39-42(Cheng Shaoge,Zhang Ziping,He Jun,et al.Introduction of large scale&high performance shaking table earthquake simulation laboratory[J].Earthquake Resistant Engineering and Retrofitting,2006,28(5):39-42(in Chinese))
[48]胡宝生.我国自行研制的第一个大型三向地震模拟振动台[J].世界地震工程,1995(4):44-46(Hu Baosheng.A large-scale of3-dimenional earthquake simulation shaking table being developed by China independently[J].World Earthquake Engineering,1995(4):44-46(in Chinese))
[49]陈国兴,王志华,左熹,等.振动台试验叠层剪切型土箱的研制[J].岩土工程学报,2010,32(1):89-97(Chen Guoxing,Wang Zhihua,Zuo Xi,et al.Development of laminar shear soil container for shaking table tests[J].Chinese Journal of Geotechnical Engineering,2010,32(1):89-97(in Chinese))
[50]周健,杨永香,刘洋.饱和砂土液化过程中细观组构的模型试验研究[J].同济大学学报:自然科学版,2009,37(4):466-470(Zhou Jian,Yang Yongxiang,Liu Yang.Model testing of meso-fabric of saturated sand liquefaction[J].Journal of Tongji University:Natural Science Edition,2009,37(4):466-470(in Chinese))
[51]孔宪京,邓学晶.城市垃圾填埋场地震变形机理的振动台模型试验研究[J].土木工程学报,2008,41(5):65-74(Kong Xianjing,Deng Xuejing.Shaking table test on the mechanism of seismically induced deformation of municipal waste landfills[J].China Civil Engineering Journal,2008,41(5):65-74(in Chinese))
[52]章为民,赖忠中,徐光明.电液式土工离心机振动台的研制[J].水利水运工程学报,2002(1):63-66(Zhang Weimin,Lai Zhongzhong,Xu Guangming.Development of an electrohydraulic shake table for the centrfuge[J].Journal of Nanjing Hydraulic Research Institute,2002(1):63-66(in Chinese))
[53]王年香,章为民,顾行文,等.长河坝动力离心模型试验研究[J].水力发电,2009,35(5):67-70(Wang Nianxiang,Zhang Weimin,Gu Xingwen,et al.Dynamic centrifuge model test for changhe dam[J].Water Power,2009,35(5):67-70(in Chinese))
[54]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 Jianmin,Yu Yuzhen,Pu Jialiu,et al.Development of a shaking table in electro-hydraulic servo-control centrifuge[J].Chinese Journal of GeotechnicalEngineering,2004,26(6):843-845(in Chinese))
[55]马立秋,张建民,张嘎,等.爆炸离心模型试验系统研究与初步试验[J].岩土力学,2011,32(3):946-950(Ma Liqiu,Zhang Jianmin,Zhang Ga,et al.Research of blasting centrifugal modeling system and basic experiment[J].Rock and Soil Mechanics,2011,32(3):946-950(in Chinese))
[56]马险峰,何之民,林明.同济大学岩土离心机的研发[C]//中国水利学会2007学术年会物理模拟技术在岩土工程中的应用分会场论文集,2007
[57]陈云敏,周燕国,黄博.利用弯曲元测试砂土剪切模量的国际平行试验[J].岩土工程学报,2006,28(7):874-880(Chen Yunmin,Zhou Yanguo,Huang Bo.International parallel test on the measurement of shear modulus of sand using bender elements[J].Chinese Journal of Geotechnical Engineering,2006,28(7):874-880(in Chinese))
[58]Chen Y M,Han K E,Chen R P.Correlation of shear wave velocity with liquefaction resistance based on laboratory tests[J].Soil Dynamics and Earthquake Engineering,2005,25(6):461-469
[59]周燕国,陈云敏,社本康广.弯曲元剪切波速测速技术在土工离心模型试验中的应用[C]//中国水利学会2007学术年会物理模拟技术在岩土工程中的应用分会场论文集,2007
[60]周健,史旦达,吴峰,等.基于数字图像技术的砂土液化可视化动三轴试验研究[J].岩土工程学报,2011,33(1):81-87(Zhou Jian,Shi Danda,Wu Feng,et al.Visualized cyclic triaxial tests on sand liquefaction using digital imaging technique[J].Chinese Journal of Geotechnical Engineering,2011,30(1):81-87(in Chinese))
[61]刘君,刘福海,孔宪京,等.PIV技术在大型振动台模型试验中的应用[J].岩土工程学报,2010,32(3):368-374(Liu Jun,Liu Fuhai,Kong Xianjing,et al.Application of PIV in large-scale shaking table model tests[J].Chinese Journal of Geotechnical Engineering,2010,32(3):368-374(in Chinese))
[62]袁晓铭,曹振中.砂砾土液化判别的基本方法及计算公式[J].岩土工程学报,2011,33(4):509-519(Yuan Xiaoming,Cao Zhenzhong.Fundamental method and formula for evaluation of liquefaction of gravel soil[J].Chinese Journal of Geotechnical Engineering,2011,33(4):509-519(in Chinese))
[63]李飒,孙兴松,要明伦.混黏土的粉土、粉砂室内试验液化判别标准的研究[J].岩土力学,2006,27(3):360-364(Li Sa,Sun Xingsong,Yao Minglun.Study of liquefaction evaluation used in indoor test of silt,silty sand mixed clay[J].Rock and Soil Mechanics,2006,27(3):360-364(in Chinese))
[64]阮元成,陈宁,刘小生,等.覆盖层土体最大动剪模量室内外试验比较分析[J].水利学报,2005,36(4):496500(Ruan Yuancheng,Chen Ning,Liu Xiaosheng,et al.Comparative analysis on laboratory and field test of maximum dynamic shear modulus of overburden layers[J].Journal of Hydraulic Engineering,2005,36(4):496-500(in Chinese))
[65]林万顺.多道瞬态面波技术在水利及岩土工程勘察中的应用[J].工程勘察,2000(4):38-40(Lin Wanshun.Application of multichannel instantaneous surface wave technique to hydraulic and geotechnical engineering investigation[J].Geotechnical Investigation&Surveying,2000(4):38-40(in Chinese))
[66]刘发祥,何鹏,伍锡举,等.面波-声波联合法测定岩基的动力参数[J].土工基础,2007,21(5):66-68(Liu Faxiang,He Peng,Wu Xiju,et al.Calculate dynamical parameters of rock subgrade by the surface wave&sound wave testing[J].Soil Engineering and Foundation,2007,21(5):66-68(in Chinese))
[67]洪小星,陈国兴,孙田,等.砂砾土动力特性的室内试验研究进展[J].世界地震工程,2011,27(1):47-53(Hong Xiaoxing,Chen Guoxing,Sun Tian,et al.Research progress of labrotory tests on the dynamic characteristics of gravel soil[J].World Earthquake Engineering,2011,27(1):47-53(in Chinese))
[68]袁晓铭,曹振中,孙锐,等.汶川8.0级地震液化特征初步研究[J].岩石力学与工程学报,2009,28(6):12881296(Yuan Xiaoming,Cao Zhenzhong,Sun Rui,et al.Preliminary research on liquefaction characteristics of Wenchuan 8.0 earthquake[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(6):1288-1296(in Chinese))
[69]汪明武,罗国煜.可靠性分析在砂土液化势评价中的应用[J].岩土工程学报,2000,22(5):542-544(Wang Mingwu,Luo Guoyu.Application of reliability analysis to assessment of sand liquefaction potential[J].Chinese Journal of Geotechnical Engineering,2000,22(5):542544(in Chinese))
[70]刘勇健.饱和砂土地震液化判别的可拓聚类预测方法[J].岩土力学,2009,30(7):1939-1943,1950(Liu Yongjian.Extension clustering prediction method for evaluation of seismic liquefaction of saturated sandy soil[J].Rock and Soil Mechanics,2009,30(7):1939-1943,1950(in Chinese))
[71]师旭超,韩阳.砂土地震液化判别的支持向量机多分类模型[J].水力发电学报,2010,29(3):191-195(Shi Xuchao,Han Yang.Model of multi-class support vector machine on identifying sand seismic liquefaction[J].Journal of Hydroelectric Engineering,2010,29(3):191195(in Chinese))
[72]El Mohtar C S.Evaluation of the5%double amplitude strain criterion[C]//Proceedings of the17th International Conference on Soil Mechanics and Geotechnical Engineering.Egypt:IOS Press,2009
[73]Ghalandarzadeh A,Ahmadi A.Effect of silt percents on liquefaction potential and anisotropic behavior of saturated sand-silt mixtures[C]//Proceedings of the17th International Conference on Soil Mechanics and Geotechnical Engineering,2009:11-14
[74]Motamed R,Towhata I.Shaking table model tests on pile groups behind quay walls subjected to lateral spreading[J].Journal of Geotechnical and Geoenvironmental Engineering,2010,136(3):477-489
[75]付海清,陈龙伟,李雨润,等.人工激振下现场液化试验初步研究[J].世界地震工程,2010,26(增):235-240(Fu Haiqing,Chen Longwei,Li Yurun,et al.Preliminary study on in-situ liquefaction tests under artificial dynamic loading[J].World Earthquake Engineering,2010,26(S):235-240(in Chinese))
[76]Miyajima M,Kitaura M,Koike T,et al.Experimental study on characteristics of liquefied ground flow[C]//Proceedings of the First International Conference on Earthquake Geotechnical Engineering.Balkema,1995:969-974
[77]Towhata I,Vargas-Monge W,Orense R P,et al.Shaking table tests on subgrade reaction of pipe embedded in sandy liquefied subsoil[J].Soil Dynamics and Earthquake Engineering,1999,18(5):347-361
[78]Nishimura S,Towhata I,Honda T.Laboratory shear tests on viscous nature of liquefied sand[J].Soils and Foundations,2002,42(4):89-98
[79]Takahashi A,Takemura J.Liquefaction-induced large displacement of pile-supported wharf[J].Soil Dynamics and Earthquake Engineering,2005,25(11):811-825
[80]陈育民,刘汉龙,周云东.液化及液化后砂土的流动特性分析[J].岩土工程学报,2006,28(9):1139-1143(Chen Yumin,Liu Hanlong,Zhou Yundong.Analysis on flow characteristics of liquefied and post-liquefied sand[J].Chinese Journal of Geotechnical Engineering,2006,28(9):1139-1143(in Chinese))
[81]陈育民,沙小兵,林奔,等.饱和砂土液化前高孔压状态的流动特性试验研究[J].世界地震工程,2010,26(增):267-272(Chen Yumin,Sha Xiaobing,Lin Ben,et al.The flow characteristics of pre-liquefied sand under high excess pore pressure[J].World Earthquake Engineering,2010,26(S):267-272(in Chinese))
[82]Elgamal A,Yang Z,Parra E.Computational modeling of cyclic mobility and post-liquefaction site response[J].Soil Dynamics and Earthquake Engineering,2002,22(4):259-271
[83]张建民,王刚.评价饱和砂土液化过程中小应变到大应变的本构模型[J].岩土工程学报,2004,26(4):546-552(Zhang Jianmin,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(in Chinese))
[84]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 Jianmin.A cyclic elasto-plastic constitutive model for evaluating large liquefaction-induced deformation of sand[J].Chinese Journal of Geotechnical Engineering,2007,29(1):51-59(in Chinese))
[85]刘汉龙,周云东,高玉峰.砂土地震液化后大变形特性试验研究[J].岩土工程学报,2002,24(2):142-146(Liu Hanlong,Zhou Yundong,Gao Yufeng.Study on the behavior of large ground displacement of sand due to seismic liquefaction[J].Chinese Journal of Geotechnical Engineering,2002,24(2):142-146(in Chinese))
[86]王艳丽,王勇.饱和砂土液化后强度与变形特性的试验研究[J].水利学报,2009,40(6):667-672(Wang Yanli,Wang Yong.Experimental study on strength and deformation characteristics of saturated sand after liquefaction[J].Journal of Hydraulic Engineering,2009,40(6):667-672(in Chinese))
[87]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 Jianmin,Wang Fuqiang.Monotonic loading constitutive model of saturated liquefied sand considering the density and confining stress[J].Journal of Tsinghua University:Science and Technology Edition,2008,48(12):2044-2047(in Chinese))
[88]Shamoto Y,Zhang J M,Goto S.Mechanism of large post-liquefaction deformation in saturated sands[J].Soils and Foundations,1997,37(2):71-80
[89]Chen Y M,Liu H L.Coupled hydraulic-mechanical analysis of large deformation of post-liquefied sand[C]//International Conference on Coupled T-H-M-C Processes in Geosystems.Nanjing,2006:700-705
[90]Di Y,Sato T.A practical numerical method for large strain liquefaction analysis of saturated soils[J].Soil Dynamics and Earthquake Engineering,2004,24(3):251-260
[91]荚颖,唐小微,栾茂田.砂土液化变形的有限元-无网格耦合方法[J].岩土力学,2010,31(8):2643-2647,2654(Jia Ying,Tang Xiaowei,Luan Maotian.Finite-element free Galerkin coupling method for sand liquefaction-induced deformation[J].Rock and Soil Mechanics,2010,31(8):2643-2647,2654(in Chinese))
[92]黄雨,厚八嶋,真太杉戸.强震持时对河流堤防液化特性的影响[J].同济大学学报:自然科学版,2009,37(10):1313-1318(Huang Yu,Yashima A,Sugito M.Effects of strong ground motion duration on liquefaction behavior of river levee[J].Journal of Tongji University:Natural Science Edition,2009,37(10):1313-1318(in Chinese))
[93]Hu Y,Zhang Y,Liang J,et al.Recording-based identification of site liquefaction[J].Earthquak Engineering and Engineering Vibration,2005,4(2):181-189
[94]孙锐,袁晓铭.基于强震记录快速识别场地液化的频率下降率法[J].岩土工程学报,2007,29(9):1372-1379(Sun Rui,Yuan Xiaoming.The method of frequenc decrease rate for fast identification of site liquefaction from surface acceleration records[J].Chinese Journal o Geotechnical Engineering,2007,29(9):1372-1379(in Chinese))
[95]Yuan X M,Sun R,Chen L W,et al.A method fo detecting site liquefaction by seismic records[J].Soi Dynamics and Earthquake Engineering,2010,30(4):270-279
[96]刘雪珠,陈国兴.轨道交通荷载下路基土的动力学行为研究进展[J].防灾减灾工程学报,2008,28(2):248 255(Liu Xuezhu,Chen Guoxing.Advances in researche on mechanical behavior of subgrade soils under repeated load of high-speed track vehicles[J].Journal of Disaste Prevention and Mitigation Engineering,2008,28(2):248 255(in Chinese))
[97]Madshus C,Kaynia A M.High-speed railway lines on sof ground:dynamic behaviour at critical train speed[J].Journal of Sound and Vibration,2000,231(3):689-701
[98]刘添俊,莫海鸿.长期循环荷载作用下饱和软黏土的应变速率[J].华南理工大学学报:自然科学版,2008,36(10):37-42(Liu Tianjun,Mo Haihong.Strain rate o saturated soft clay under long-term cyclic loading[J].Journal of South China University of Technology:Natura Science Edition,2008,36(10):37-42(in Chinese))
[99]王常晶,陈云敏.交通荷载引起的静偏应力对饱和软黏土不排水循环性状影响的试验研究[J].岩土工程学报,2007,29(11):1742-1747(Wang Changjing,Chen Yunmin.Study on effect of traffic loading induced stati deviator stress on undrained cyclic properties of saturated soft clay[J].Chinese Journal of Geotechnical Engineering,2007,29(11):1742-1747(in Chinese))
[100]黄博,丁浩,陈云敏,等.交通荷载作用后粉质黏土不排水强度特性试验研究[J].岩石力学与工程学报,2010,29(增2):3986-3993(Huang Bo,Ding Hao,Chen Yunmin,et al.Experimental study of undrained strength property of saturated silty clay after traffic load[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(S2):3986-3993(in Chinese))
[101]赵俊明,刘松玉,石名磊,等.交通荷载作用下低路堤动力特性试验研究[J].东南大学学报:自然科学版,2007,37(5):921-925(Zhao Junming,Liu Songyu,Shi Minglei,et al.Experimental study on dynamic response of low embankment under traffic load[J].Journal of Southeast University:Natural Science Edition,2007,37(5):921-925(in Chinese))
[102]雷华阳,姜岩,陆培毅,等.交通荷载作用下结构性软土动应力-动应变关系试验研究[J].岩石力学与工程学报,2008,27(增1):3052-3057(Lei Huayang,Jiang Yan,Lu Peiyi,et al.Experimental study of dynamic stress-strain relation of structural soft soil under traffic load[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(S1):3052-3057(in Chinese))
[103]雷华阳,姜岩,陆培毅,等.交通荷载作用下结构性软土动本构关系的试验研究[J].岩土力学,2009,30(12):3788-3792(Lei Huayang,Jiang Yan,Lu Peiyi,et al.Experimental study of dynamic constitutive relation of structural soft soils under traffic loading[J].Rock and Soil Mechanics,2009,30(12):3788-3792(in Chinese))
[104]姜岩,雷华阳,郑刚,等.动荷载作用下结构性软土微结构变化的分形研究[J].岩土力学,2010,31(10):3075-3080(Jiang Yan,Lei Huayang,Zheng Gang,et al.Fractal study of microstructure variation of structured clays under dynamic loading[J].Rock and Soil Mechanics,2010,31(10):3075-3080(in Chinese))
[105]钟辉虹,汤康民,黄茂松.铁路粘土路基动力特性试验研究[J].西南交通大学学报,2002,37(5):488-490(Zhong Huihong,Tang Kangmin,Huang Maosong.Dynamic performance of clayey railroad subgrade[J].Journal of Southwest Jiaotong University,2002,37(5):488-490(in Chinese))
[106]Gidel G,Hornych P,Chauvin J,et al.A new approach for investigating the permanent deformation behavior of unbound granular material using the repeated load triaxial apparatus[J].Bulletin des Laboratoires des Ponts et Chaussees,2001,6(8):5-21
[107]李进军,黄茂松,王育德.交通荷载作用下软土地基累积塑性变形分析[J].中国公路学报,2006,19(1):1-5(Li Jinjun,Huang Maosong,Wang Yude.Analysis of cumulative plastic deformation of soft clay foundation under traffic loading[J].China Journal of Highway and Transport,2006,19(1):1-5(in Chinese))
[108]魏星,黄茂松.交通荷载作用下公路软土地基长期沉降的计算[J].岩土力学,2009,30(11):3342-3346(Wei Xing,Huang Maosong.A simple method to predict traffic-load-induced permanent settlement of road on soft subsoil[J].Rock and Soil Mechanics,2009,30(11):3342-3346(in Chinese))
[109]Ambraseys N,Srbulov M.Earthquake induced displacementsof slopes[J].Soil Dynamics and Earthquake Engineering,1995,14(1):59-71
[110]Stamatopoulos C A,Velgakie E,Sarma S.Sliding-block back analysis of earthquake-induced slides[J].Soils and Foundations,2000,40(6):61-75
[111]孟上九.不规则动荷载下土的残余变形及建筑物不均匀震陷研究[D].哈尔滨:中国地震局工程力学研究所,2002(Meng Shangjiu.Study on residual deformation of soils under irregular dynamic loading and earthquake-induced differential settlements of building[D].Harbin:Institute of Engineering Mechanics,China Earthquake Administration,2002(in Chinese))
[112]李湛,栾茂田.土石坝地震永久变形计算方法[J].水力发电学报,2009,28(4):63-70(Li Zhan,Luan Maotian.Computation method for seismically-induced permanent deformation of earth-rock dams[J].Journal of Hydroelectric Engineering,2009,28(4):63-70(in Chinese))
[113]张克绪,李明宰,常向前.地震引起的土坝永久变形分析[J].地震工程与工程振动,1989,9(1):91-100(Zhang Kexu,Li Mingzai,Chang Xiangqian.Analysis of earthquake induced permanent deformations for earth dams[J].Earthquake Engineering and Engineering Vibration,1989,9(1):91-100(in Chinese))
[114]刘汉龙,陆兆溱,钱家欢.土石坝地震永久变形分析[J].河海大学学报,1996,24(1):91-96(Liu Hanlong,Lu Zhaozhen,Qian Jiahuan.Earthquake-induced permanent deformation of earth-rock dams[J].Journal of Hohai University,1996,24(1):91-96(in Chinese))
[115]沈珠江,徐刚.堆石料的动力变形特性[J].水利水运科学研究,1996(2):143-150(Shen Zhujiang,Xu Gang.Deformation behavior of rock materials under cyclic loading[J].Journal of Nanjing Hydroaulic Research Insitute,1996(2):143-150(in Chinese))
[116]赵剑明,陈宁,常亚屏,等.龙首二级面板堆石坝地震永久变形分析[J].世界地震工程,2003,19(4):57-62(Zhao Jianming,Chen Ning,Chang Yaping,et al.Study on earthquake-induced permanent deformation of Longshou CFRD[J].World Earthquake Engineering,2003,19(4):57-62(in Chinese))
[117]邹德高,孟凡伟,孔宪京,等.堆石料残余变形特性研究[J].岩土工程学报,2008,30(6):807-812(Zou Degao,Meng Fanwei,Kong Xianjing,et al.Residual deformation behavior of rock-fill materials[J].Chinese Journal of Geotechnical Engineering,2008,30(6):807-812(in Chinese))
[118]李万红,汪闻韶.无粘性土非线性动力剪应变模型[J].水利学报,1993(9):11-17(Li Wanhong,Wang Wenshao.A model for cyclic shear strain of cohesionless soils[J].Journal of Hydraulic Engineering,1993(9):11-17(in Chinese))
[119]赵剑明,汪闻韶,常亚屏,等.高面板坝三维真非线性地震反应分析方法及模型试验验证[J].水利学报,2003(9):12-18(Zhao Jianming,Wang Wenshao,Chang Yaping,et al.3-D authentic nonlinear method for dynamic analysis of high CFRD[J].Journal of Hydraulic Engineering,2003(9):12-18(in Chinese))
[120]Makdisi F I,Seed H B.Simplified procedure for estimating dam and embankment earthquake-induced deformations[J].Journal of the Geotechnical Engineering Division,1978,104(7):849-867
[121]Pal S K,Rahman M S,Tung C C.A probabilistic analysis of seismically induced permanent movements in earth dams[J].Soils and Foundations,1991,31(1):47-59
[122]刘汉龙.随机地震作用下地基及土石坝永久变形分析[J].岩土工程学报,1996,18(3):19-27(Liu Hanlong.Permanent deformation of foundation and embankment dam due to stochastic seismic Excitation[J].Chinese Journal of Geotechnical Engineering,1996,18(3):19-27(in Chinese))
[123]徐建平,谢伟平,白冰.随机地震作用下土坡的永久变形研究[J].武汉理工大学学报,2002,24(9):55-58(Xu Jianping,Xie Weiping,Bai Bing.Research on the permanent displacement of soil slope influenced by the stochastic earthquake[J].Journal of Wuhan University of Technology,2002,24(9):55-58(in Chinese))
[124]韩国城,孔宪京.混凝土面板堆石坝抗震研究进展[J].大连理工大学学报,1996,36(6):708-720(Han Guocheng,Kong Xianjing.Aseismatic studies of concrete faced rockfill dams:state of the art[J].Journal of Dalian University of Technology,1996,36(6):708-720(in Chinese))
[125]沈珠江,郦能惠,孔宪京,等.高土石坝动力分析及抗震工程措施研究[R].南京:南京水利科学研究院,1993
[126]马家燕.土工格栅应用于水工大坝初探[J].四川水力发电,2007,26(6):84-85,92(Ma Jiayan.Application of geotechnical grids in dam[J].Sichuan Water Power,2007,26(6):84-85,92(in Chinese))
[127]王伯乐.中国当代土石坝工程[M].北京:中国水利水电出版社,2004
[128]王柏乐,刘瑛珍,吴鹤鹤.中国土石坝工程建设新进展[J].水力发电,2005,31(1):63-65(Wang Bole,Liu Yingzhen,Wu Hehe.New development of China earth and stone dam project construction[J].Water Power,2005,31(1):63-65(in Chinese))
[129]杨光,雷红军,于玉贞,等.糯扎渡高心墙堆石坝的抗震措施研究[J].水力发电学报,2008,27(4):89-93(Yang Guang,Lei Hongjun,Yu Yuzhen,et al.Research on aseismatic measures of Nuozhadu high core rockfill dam[J].Journal of Hydroelectric Engineering,2008,27(4):89-93(in Chinese))
[130]侯超群,王晓谋,石恒俊.道路的地震灾害与抗震措施探讨[J].路基工程,2008(5):193-195(Hou Chaoqun,Wang Xiaomei,Shi Hengjun.Discussion on earthquake disaster and anti-seismic measure of road[J].Subgrade Engineering,2008(5):193-195(in Chinese))
[131]董清林,杨绪连.地震对公路的危害及防震原则[J].灾害学,2004,19(增1):57-60(Dong Qinglin,Yang Xulian.Earthquake hazard on highway and principle of earthquake hazard prevention[J].Journal of Catastrophology,2004,19(S1):57-60(in Chinese))
[132]刘汝明.云南公路的环境地质灾害及工程对策[J].中国地质灾害与防治学报,2002,13(1):57-60,69(Liu Ruming.Environmental geological hazards along Yunnan highway and engineering countermeasures[J].The Chinese Journal of Geological Hazard and Control,2002,13(1):57-60,69(in Chinese))
[133]高妍妍,刘剑雄.盾构法隧道结构震害及其抗震措施浅析[J].泰州职业技术学院学报,2006,6(6):17-20(Gao Yanyan,Liu Jianxiong.Analysis of tunnel earthquake protection[J].Journal of Taizhou Polytechnical Institute,2006,6(6):17-20(in Chinese))
[134]张玉娥,白宝鸿,张耀辉,等.地铁区间隧道震害特点、震害分析方法及减震措施的探讨[J].振动与冲击,2003,22(1):70-71,74(Zhang Yu’e,Wang Baohong,Zhang Yaohui,et al.Study on subway tunnel's behavior due to seismic damage,methods of analyzing seismic response and earthquake-proot means[J].Journal of Vibration and Shock,2003,22(1):70-71,74(in Chinese))