中宁县饱和粉-砂土地震液化评价
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摘要
中宁县地处卫宁地震带西段,历史上是地震多发、强度较大的地区。地震引起的粉-砂土液化现象导致地基失效,通常伴随大规模的地面塌陷、滑移、地裂和喷水冒砂等现象。为了查清中宁县地基土地震液化的程度及危害,选用了全县范围内12个场地的岩土工程勘察报告的数据资料进行地震液化评价。
Zhongning County located in the west section of Wei-ning seismic belt is seismically-active and intensive area in history.silty-sandy soil liquefaction phenomenon caused by earthquake led foundation failure,and commonly accompanied by large-scale ground subsidence,slip,ground fissures,sandboils and watersprouts phenomena are presenfed.In order to identify the extension and hazard of foundation soil seismic liquefaction of Zhongning County,geotechnical engineering investigation reports data selected from 12 sites within the county to evaluate seismic liquefaction are used.
引文
1谢定义.土动力学.北京:高等教育出版社.2011
    2中华人民共和国国家标准编写组.GB 50011—2010.建筑抗震设计规范.北京:中国建筑工业出版社,2010
    3陈国兴.岩土地震工程学.北京:科学出版社,2007

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