刘恢先.唐山大地震震害[M].北京:地震出版社,1989.LIU Huixian.The Tangshan Great Earthquake in 1976[M].Beijing:Earthquake Press,1989.
[2]
中国科学院工程力学研究所,海城地震震害[M].北京:地震出版社,1979.Institute of Engineering Mechanics.The haicheng earthquake damages[M].Beijing:Seismic Press,1979.
[3]
汪闻韶.土体液化与极限平衡和破坏的区别和关系[J].岩土工程学报,2005,27(1):1-10.WANG Wenshao.Distinction and interrelation between liquefaction state of limit equilibrium and failure of soil mass[J].Chinese Journal of Geotechnical Engineering,2005.27(1):1-10.
[4]
孙锐,袁晓铭.第11届国际地动力学和地震工程会议及第13届世界地震工程会议砂土液化研究综述[J].世界地震,2006,22(1):15-20.SUN Rui,YUAN Xiaoming.Summarization of earthquake liquefaction on 13～(th) WCEE and 11～(th) SDEE[J].World Earthuqake Engineeering,2006,22(1):5-20.
[5]
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):1288-1296.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.
[6]
曹振中,袁晓铭,陈龙伟,等.汶川大地震液化宏观现象概述[J] ,岩土工程学报,2010,32(4):645-650.CAO Zhenzhong,YUAN Xiaoming,CHEN Longwei,et al.Summary of liquefaction macrophenomena in the Great Wenchuan Earthquake[J].Chinese Journal of Geotechnical Engineering,2010,32(4):645-650.
[7]
曹振中,侯龙清,袁晓铭,等.汶川8.0级地震液化震害及特征[J].岩土力学,2010,31(10):3549-3555.CAO Zhenzhong,HOU Longqing,YUAN Xaioming,etal.The characteristics of liquefaction-induced damages in the Wenchuan Ms 8.0 Earthquake[J].Chinese Journal of Rock and Soil Mechanics,2010,31(10):3549-3555.
[8]
GB50011―2001 建筑抗震设计规范[S].GB50011―2001 Code for Seismic Design of Buildings[S].
[9]
曹振中.汶川地震液化特征及砂砾土液化预测方法研究[D].哈尔滨:中国地震局工程力学研究所,2010.CAO Zhenzhong.Characteristics of soil Liquefaction in the Great Wenchuan Earthquake and procedures for gravelly Soil liquefaction evaluation[D].Harbin:Institute of Engineering Mechanics,China Earthquake Administration,2010.
