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土体地震大变形分析中Seed有效循环次数方法的局限性

Limitation of the Seed’s method of significant cyclic number in analyzing large deformation of soils during earthquake

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【作者】 袁晓铭孙锐孟上九

【Author】 YUAN Xiao-ming SUN Rui MENG Shang-jiu(Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080,China)

【机构】 中国地震局工程力学研究所中国地震局工程力学研究所 黑龙江 哈尔滨 150080黑龙江 哈尔滨 150080黑龙江 哈尔滨 150080

【摘要】 采用地震波输入动三轴实验并结合实际震害现象,研究常用的Seed有效循环次数方法在分析地震下土体大变形和地基差降中的合理性和局限性。结果表明有效循环次数方法的主要局限有:不适于大脉冲强地震动下土体残余变形的分析,不能反映地震动本身不规则性和不对称性、土的各向异性特性以及土层横向分布不均匀带来的土体永久变形和地基震陷的差异,不适应土体变形时程分析的要求,用于软弱地基上建筑物不均匀震陷的计算容易导致不合理的结果。

【Abstract】 The reasonableness and limitation of the Seed’s method of the significant cyclic number for analyzing the large deformation of soils and differential settlements of subsoil during earthquakes are discussed on the basis of dynamic biaxial tests and the post - earthquake investigation. The results indicate that the significant cyclic number method is not suitable for analyzing the residual strain of soils under the seismic loads with the large pulse. Also, the effects of the asymmetry and irregularity of seismic ground motion, the anisotropic property of soil and transverse non-uniform distribution of soil layer on the permanent deformation of soils and earthquake-induced differential settlements of subsoil can not be considered by this method. Some unreasonable results will be obtained when this method is used to calculate the time history of the deformation of soils under earthquake loading and the earthquake-induced differential settlements of buildings.

【基金】 国家自然科学基金;国家科技部和地震学联合基金资助项目(199128)
  • 【文献出处】 岩土工程学报 ,Chinese Jounal of Geotechnical Engineering , 编辑部邮箱 ,2004年02期
  • 【分类号】TU433
  • 【被引频次】42
  • 【下载频次】308
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