引文
[1]张振中,段汝文.黄土震陷研究与震害[J].西北地震学报,1987,9(增):63–69.(ZHANG Zhenzhong,DUAN Ruwen.Study on seismic subsidence and seismic hazards of loess[J].Northwest Seismological Journal,1987,9(Supp.):63–69.(in Chinese))
[2]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 seismic Subsidence[J].Chinese Journal of Geotechnical Engineering,1990,12(6):99–103.(in Chinese))
[3]王峻,石玉成,王杰民,等.不同地震荷载作用下黄土震陷特性的对比分析[J].岩土工程学报,2011,33(增1):102–106.(WANG Jun,SHI Yucheng,WANG Jiemin,et al.Comparative analysis of characters of loess subsidence under different seismic loads[J].Chinese Journal of Geotechnical Engineering,2011,33(Supp.1):102–106.(in Chinese))
[4]谢定义.试论我国黄土力学研究中的若干新趋向[J].岩土工程学报,2001,23(1):3–13.(XIE Dingyi.Exploration of some new tendencies of new research of loess[J].Chinese Journal of Geotechnical Engineering,2001,23(1):3–13.(in Chinese))
[5]邓龙胜,范文.随机地震荷载作用下黄土震陷的影响因素研究[J].岩石力学与工程学报,2011,30(9):1 924–1 931.(DENG Longsheng,FAN Wen.Study of influencing factors of loess seismic subsidence induced by stochastic seismic load[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(9):1 924–1 931.(in Chinese))
[6]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,XIONG Yuanke,PEI Kai.Study on loess seismic subsidence deformation characteristics by centrifuge model test[J].Acta Mineralogica Sinica,2006,26(4):460–464.(in Chinese))
[7]王峻,王兰民,李兰.永登5.8级地震中黄土震陷灾害的探讨[J].地震研究,2005,28(4):393–397.(WANG Jun,WANG Lanmin,LI Lan.Discussion on the loess subsidence disaster caused by the Yongdeng Ms 5.8 earthquake[J].Northwestern Seismological Journal,2005,28(4):393–397.(in Chinese))
[8]钱征宇.郑西客运专线湿陷性黄土工程技术的新进展[J].铁道工程学报,2008,(增1):71–79.(QIAN Zhengyu.New processes of construction technology of collapsible loess for Zhengzhou—Xi'an passenger dedicated line[J].Journal of Railway Engineering Society,2008,(Supp.1):71–79.(in Chinese))
[9]段汝文,张振中,李兰,等.黄土动力特性的进一步研究[J].西北地震学报,1990,12(3):72–78.(DUAN Ruwen,ZHANG Zhenzhong,LI Lan,et al.Further research on dynamic characteristics of loess[J].Northwestern Seismological Journal,1990,12(3):72–78.(in Chinese))
[10]谷天峰,王家鼎,王峻.郑西客运专线黄土路基震陷研究[J].工程地质学报,2009,17(4):557–562.(GU Tianfeng,WANG Jiading,WANG Jun.Laboratory and numerical studies on seismic subsidence of loess subgrade a long Zhengzhou—Xi'an high-speed railway[J].Journal of Engineering Geology,2009,17(4):557–562.(in Chinese))
[11]苏谦,刘昌清,李安洪,等.郑西客运专线深厚湿陷黄土地基DDC桩法分析及沉降计算研究[J].铁道标准设计,2006,(5):23–25.(SU Qian,LIU Changqing,LI Anhong,et al.Analysis on the DDC method and calculation of subsidence at the deep hick and wet subgrade in Zhengzhou—Xi'an passenger dedicated line[J].Railway Standard Design,2006,(5):23–25.(in Chinese))
[12]邓龙胜,范文.地震荷载作用下黄土的动应力–应变关系研究[J].岩石力学与工程学报,2012,31(增1):3 174–3 180.(DENG Longsheng,FAN Wen.Study of dynamic stress-strain relationship of loess under seismic loading[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(Supp.1):3 174–3 180.(in Chinese))
[13]巫志辉,方彦.原状黄土在增湿时的震陷特性[C]//全国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.The characteristic of loess seismic collapse in environment of increasing moisture content[C]//Proceedings of the Memoir of the 3rd Soil Dynamics Congress.Shanghai:Tongji University Press,1990:285–290.(in Chinese))
[14]王家鼎,袁中夏,任权.高速铁路地基黄土液化前后微观结构变化研究[J].西北大学学报:自然科学版,2009,39(3):480–483.(WANG Jiading,YUAN Zhongxia,REN Quan.A study on loess microstructure pre and post liquefaction of high-speed railway foundation[J].Journal of Northwest University:Natural Science,2009,39(3):480–483.(in Chinese))
[15]王峻,王兰民,李兰.黄土场地震陷量的试验预测[J].西北地震学报,1997,19(2):62–66.(WANG Jun,WANG Lanmin,LI Lan.Laboratory prediction of seismic subsidence quantity on loess sites[J].Northwestern Seismological Journal,1997,19(2):62–66.(in Chinese))
[16]王峻.黄土震陷试验与评价[J].甘肃科学学报,1999,11(1):6–9.(WANG Jun.The tests and evaluation for seismic subsidence of loess[J].Journal of Gansu Sciences,1999,11(1):6–9.(in Chinese))
[17]栗润德,张鸿儒,白晓红,等.不同含水量下原状黄土动强度和震陷的试验研究[J].工程地质学报,2007,15(5):694–699.(LI Runde,ZHANG Hongru,BAI Xiaohong,et al.Dynamic shear strength and seismic subsidence of intact loess with different water contents from dynamic triaxial testing[J].Journal of Engineering Geology,2007,15(5):694–699.(in Chinese))
[18]罗爱忠,邵生俊.湿载耦合作用下黄土结构性损伤演化及本构关系[J].岩石力学与工程学报,2012,31(4):841–847.(LUOAizhong,SHAO Shengjun.Structural damage evolution and constitutive relation of loess under coupling of stress and moisture[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(4):841–847.(in Chinese))
[19]汪国烈.对湿陷性黄土场地地震作用工程影响的几点看法[J].西北地震学报,2007,29(1):96–98.(WANG Guolie.Some opinions on effect of engineering under earthquake action in site of collapsible loess[J].Northwestern Seismological Journal,2007,29(1):96–98.(in Chinese))
[20]王峻,石玉成,王谦,等.天然含水率状态下原状黄土动强度特性研究[J].世界地震工程,2012,28(4):23–27.(WANG Jun,SHI Yucheng,WANG Qian,et al.Study on dynamic strength properties of undisturbed loess under nature moisture content[J].World Earthquake Engineering,2012,28(4):23–27.(in Chinese))
[21]关亮,陈正汉,黄雪峰,等.非饱和填土(黄土)的湿化变形研究[J].岩石力学与工程学报,2011,30(8):1 698–1 704.(GUAN Liang,CHEN Zhenghan,HUANG Xuefeng,et al.Study of wetting deformation of unsaturated remolded loess[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(8):1 698–1 704.(in Chinese))