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软弱土地基在地震作用下正反两方面的效应

THE POSITIVE AND NEGATIVE EFFECTS OF EARTHQUAKE ON SOFT SOIL STRATA IN FOUNDATION

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【作者】 季益洪邹越强徐全庆

【Author】 Ji Yihong Zou Yueqiang Xu Quanqing (Hefei University of Technology) (Hefei City Construction Investment Development Co)

【机构】 合肥工业大学合肥瑞发城市建设投资发展公司

【摘要】 通过对1976年唐山大地震资料的分析研究表明,在强震作用下地基中的软粘土层与可液化饱和松砂层都有明显的防止多层砖房倒塌的作用以及减少震害的作用(相对于良好的Ⅱ类土地基而言)。虽然软粘土层的震陷、饱和松砂土层的液化都会引起一定的震害,但运用抗震设计和纠斜技术能够克服这方面的震害。

【Abstract】 The analysis of the materials of Tangshan Earthquake in 1976 indicutes that the soft clay strata and liquescent saturated loose sandstrate have the clear effects of preventing the storied brick house from collapsing and reducing the earthquake damage, under the strong shock action (compared with goodd classification foundation).Of course,the earthquake depression in the soft clay strata and the liquefaction of the saturateel loose sand strata will all cause a certain earthquake damage,but it is not difficult to overcome the earthquake damage by applying the earthquake proof design and the technique of inclination correction.

  • 【文献出处】 合肥工业大学学报(自然科学版) ,JOURNAL OF HEFEI UNIVERSITY OF TECHNOLOGY(NATURAL SCIENCE) , 编辑部邮箱 ,1997年05期
  • 【分类号】TU435
  • 【被引频次】1
  • 【下载频次】45
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