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人工填土高边坡爆破振动动力响应分析研究
引用本文:刘寒鹏,胡高社,史艳娇.人工填土高边坡爆破振动动力响应分析研究[J].工程地质学报(英文版),2007,15(2):263-267.
作者姓名:刘寒鹏  胡高社  史艳娇
作者单位:1.长安大学地测学院,西安710054;
摘    要:通过现场测试,利用频谱分析方法,得到了生产爆破引起的地震波在人工填土高边坡中传播特性和基本规律的研究成果;利用有限元软件,结合实测数据采用模态叠加法,对研究边坡进行了动力响应分析,分析了该边坡表面的加速度及位移分布规律、边坡破坏的形式。

关 键 词:人工填土高边坡    频谱分析    动力响应    有限元    模态叠加法
文章编号:1004-9665/2007/15(02)-0263-05
收稿时间:2006-05-12
修稿时间:2006-08-23

GROUND VIBRATION CHARACTERISTICS OF A HIGH FILL SLOPE INDUCED BY BLASTING
LIU Hanpeng,HU Gaoshe,SHI Yanjiao.GROUND VIBRATION CHARACTERISTICS OF A HIGH FILL SLOPE INDUCED BY BLASTING[J].Journal of Engineering Geology,2007,15(2):263-267.
Authors:LIU Hanpeng  HU Gaoshe  SHI Yanjiao
Institution:1.College of Geology Engineering and Geomatics, Chang'an University, Xi'an 710054;2.Tianjin Institute of Urban Construction, Tianjin 300384
Abstract:Based on the tests and measurements at a high fill slope site, this paper utilizes the ng frequency spectrum analysis method and examines the characters and basic regular about how the blasting waves transmit in slope. The dynamic response of the fill slope is further analyzed with the modal superposition of finite-element method. Based on the two analysis methods, the damaged mode, the acceleration and displacement regulars of the slope surface are characterized.
Keywords:Filled slope  Ground vibration  Blasting  Finite element  Frequency spectrum
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