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数值模拟软夹层对基岩上覆土层破裂的影响

Numerically Simulate the Response Complexion of the Overlaying Soil with Soft Interlayer Due to Fault Bedrock Dislocation

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【作者】 赵雷李小军霍达

【Author】 ZHAO Lei~(1,2) LI Xiao-jun~(1,3) HUO Da~2 (1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China; 2.College of Civil Engineering and Architecture,Beijing University of Teehnology,Beijing 100022,China; 3.Institute of Geophysics,China Earthquake Administration,Beijing 100081,China)

【机构】 中国地震局工程力学研究所北京工业大学建工学院 哈尔滨150080北京工业大学建工学院北京100022哈尔滨150080中国地震局地球物理研究所北京100081

【摘要】 为了了解软夹层对基岩上覆土层破裂的影响,确定土层的破裂范围,采用平面应变有限元法,模拟了有软夹层的上覆土层在断层错动时的破裂过程.从模拟的结果看出,软夹层对上覆土层破裂有一定的阻碍作用;当软弱层埋置较深时,一旦上覆土层破裂,失效土体的范围较大;软弱夹层的厚薄对上覆土层的破裂进程和破裂范围也有影响.

【Abstract】 To know the rupture course and rupture range,we simulated the process of rupture on the overlay- ing soil with soft interlayer by plane strain finite element method in this paper.Results show that the overly- ing soil with a soft interlayer can obstruct the rupture failure from bedrock up to the earth’s surface,howev- er,a soft interlayer which is deeply buried,will bring about a wider range of the earth’s surface rupture fail- ure;In addition,the thickness of the soft interlayer may have effects on the rupture course of the overlying soil.

【基金】 国家自然科学基金(50078049)
  • 【文献出处】 北京工业大学学报 ,Journal of Beijing University of Technology , 编辑部邮箱 ,2007年03期
  • 【分类号】P315
  • 【被引频次】18
  • 【下载频次】137
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