引文
[1]МЕДВЕДЕВC B.地震小区划[M].黄秀铭译.北京:地震出版社,1981:93-94.(МЕДВЕДЕВC B.Seismic regionalization[M].Translatedby HUANG Xiuming.Beijing:Earthquake Press,1981:93-94.(inChinese))
[2]陈永明,石玉成,徐晖平,等.1995年永登地震黄土震陷变形特征及其形成机制[J].西北地震学报,2000,22(4):465-470.(CHENYongming,SHI Yucheng,XU Huiping,et al.Deformation characteristicof seismic subsidence and its formation mechanism of loess inducedby the Yongdeng earthquake in 1995[J].Northwestern SeismologicalJournal,2000,22(4):465-470.(in Chinese))
[3]张冬丽,王兰民.1995年永登地震山体变形计算机模拟与机制分析[J].西北地震学报,2003,25(1):77-81.(ZHANG Donglin,WANG Lanmin.Computer-aided analogue and mechanism analysis ofdeformation of hill ground induced by Yongdeng earthquake in1995[J].Northwestern Seismological Journal,2003,25(1):77-81.(inChinese))
[4]张振中,张冬丽,刘红玫.黄土震陷灾害典型震例的综合研究[J].西北地震学报,2005,27(1):36-42.(ZHANG Zhenzhong,ZHANGDongli,LIU Hongmei.Comprehensive study on seismic subsidence ofloess under earthquake[J].Northwestern Seismological Journal,2005,27(1):36-42.(in Chinese))
[5]巫志辉,方彦.原状黄土在增湿时的震陷特性[C]//中国振动工程学会第三届土动力学会议论文集.上海:同济大学出版社,1990:285-290.(WU Zhihui,FANG Yan.Characteristic of intact loessseismic subsidence in environment of increasing moisture content[C]//Proceedings of the 3rd Soil Dynamics Congress of China VibrationEngineering Society.Shanghai:Tongji University Press,1990:285-290.(in Chinese))
[6]何光,朱鸿博.黄土震陷研究[J].岩土工程学报,1990,12(6):99-103.(HE Guang,ZHU Hongbo.Study on the loess seismicsubsidence[J].Chinese Jounal of Geotechnical Engineering,1990,12(6):99-103.(in Chinese))
[7]翁效林,熊元克,裴凯.黄土震陷变形特征的离心模型试验研究[J].矿物学报,2006,26(4):460-464.(WENG Xiaolin,XIONGYuanke,PEI Kai.Study on loess seismic subsidence deformationcharacteristics by centrifuge model test[J].Acta Mineralogica Sinica,2006,26(4):460-464.(in Chinese))
[8]李兰,王兰民.含黏粒量黄土抗震陷性能的试验研究[J].水文地质工程地质,2007,34(3):63-66.(LI Lan,WANG Lanmin.Experimental study of the subsidence characteristics of clayey loess[J].Hydrogeology and Engineering Geology,2007,34(3):63-66.(inChinese))
[9]骆亚生,谢定义,董为民,等.不同地区黄土振陷变形特性的对比分析[J].陕西水利发电,2001,17(1):4-7.(LUO Yasheng,XIEDingyi,DONG Weimin,et al.Comparative analysis of vibrationdeformation behavior of the loess from different regions[J].Journal ofShaanxi Water Power,2001,17(1):4-7.(in Chinese))
[10]贾革续,孔宪京.粗粒土动残余变形特性的试验研究[J].岩土工程学报,2004,26(1):26-30.(JIA Gexu,KONG Xianjing.Study onresidual deformation characteristics of coarse-grained soils[J].ChineseJounal of Geotechnical Engineering,2004,26(1):26-30.(inChinese))
[11]袁晓铭,孙锐,孟上九.土体地震大变形分析中Seed有效循环次数方法的局限性[J].岩土工程学报,2004,26(2):207-211.(YUAN Xiaoming,SUN Yue,MENG Shangjiu.Limitation of theSeed′s method of significant cyclic number in analyzing largedeformation of soils during earthquake[J].Chinese Jounal of GeotechnicalEngineering,2004,26(2):207-211.(in Chinese))
[12]袁晓铭,孟上九,孙锐.随机地震荷载下黏性土残余应变的半经验计算公式[J].水利学报,2004,(11):62-67.(YUAN Xiaoming,MENG Shangjiu,SUN Yue.Semi-empirical formula for evaluating theresidual strain of cohesive soils under irregular earthquake loading[J].Journal of Hydraulic Engineering,2004,(11):62-67.(in Chinese))
[13]石玉成,李兰.黄土震陷变形特征的细观分析[J].岩石力学与工程学报,2003,22(增2):2 829-2 833.(SHI Yucheng,LI Lan.Microanalysis of seismic subsidence characteristics of loess[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(Supp.2):2 829-2 833.(in Chinese))
[14]刘红玫,张振中.永登震后黄土微结构特征研究[J].西北地震学报,2005,27(2):174-177.(LIU Hongmei,ZHANG Zhenzhong.Study on microstructure characteristics of loess after Yongdengearthquake[J].Northwestern Seismological Journal,2005,27(2):174-177.(in Chinese))
[15]李兰,王兰民,王峻.永登5.8级地震极震区黄土微结构孔隙性的定量研究[J].地震研究,2005,28(3):282-287.(LI Lan,WANGLanmin,WANG Jun.Quantitative research on the porosity of loess inthe Meizoseismal Area of the Yongdeng Ms5.8 earthquake[J].Journalof Seismological Research,2005,28(3):282-287.(in Chinese))
[16]邓津,王兰民,张振中.黄土显微结构特征与震陷性[J].岩土工程学报,2007,29(4):542-548.(DENG Jin,WANG Lanmin,ZHANGZhenzhong.Microstructure characteristics and seismic subsidence ofloess[J].Chinese Journal of Geotechnical Engineering,2007,29(4):542-548.(in Chinese))
[17]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(1):3 025-3 031.(WANG Lanmin,DENG Jin,HUANG Yuan.Quantitative analysis of microstructure ofloess seismic subsidence[J].Chinese Journal of Rock Mechanics andEngineering,2007,26(1):3 025-3 031.(in Chinese))
[18]王兰民,袁中夏,王峻,等.干密度对击实黄土震陷性影响的试验研究[J].地震工程与振动,2000,20(1):87-92.(WANG Lanmin,YUAN Zhongxia,WANG Jun,et al.Laboratory study of effect of drydensity on seismic subsidence of compacted loess[J].EarthquakeEngineering and Engineering Vibration,2000,20(1):87-92.(inChinese))
[19]陈永明,王兰民,刘红玫.剪切波速预测黄土场地震陷量的方法[J].岩石力学与工程学报,2003,22(增2):2 834-2 839.(CHENYongming,WANG Lanmin,LIU Hongmei.Prediction method ofseismic subsidence of loess ground with shear wave velocity[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(Supp.2):2 834-2 839.(in Chinese))
[20]TANIGUCHI E,WHITMAN R V,MARR W A.Prediction ofearthquake induced deformation of earth dams[J].Soils and Foundations,1983,23(4):126-132.
[21]邓龙胜.强震作用下黄土边坡的动力响应机制和动力稳定性研究[博士学位论文][D].西安:长安大学,2010.(DENG Longsheng.Study on the dynamic response mechanism and dynamic stability ofloess slope in environment of strong earthquake[Ph.D.Thesis][D].Xi′an:Chang′an University,2010.(in Chinese))
[22]张振中.黄土地震灾害预测[M].北京:地震出版社,1999:58-61.(ZHANG Zhenzhong.Seismic disaster forecasting of loess[M].Beijing:Earthquake Press,1999:58-61.(in Chinese))