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爆破振动对边坡稳定影响研究
引用本文:卢树盛,辛全才,肖诗荣,王世梅,董书明.爆破振动对边坡稳定影响研究[J].矿业研究与开发,2010(5):91-93,106.
作者姓名:卢树盛  辛全才  肖诗荣  王世梅  董书明
作者单位:西北农林科技大学水利与建筑工程学院;三峡大学三峡库区地质灾害教育部重点实验室
摘    要:应用动力响应的时程分析原理,采用动力有限元数值模拟方法,以某具体工程为例,分析岩石边坡在爆破振动下的扰动作用,不同部位对振动加速度、位移及其应力的响应特点。结果表明,采用时程分析法提出的边坡速度、位移、应力能比较真实地反映动力响应结果以及爆破振动的扰动作用。

关 键 词:爆破振动  时程分析  动力响应  动力有限元  露天边坡

Research on the Influence of Blasting Vibration to Stability of Slope
Lu Shusheng,Xin Quancai,Xiao Shirong,Wang shimei and Dong Shuming.Research on the Influence of Blasting Vibration to Stability of Slope[J].Mining Research and Development,2010(5):91-93,106.
Authors:Lu Shusheng  Xin Quancai  Xiao Shirong  Wang shimei and Dong Shuming
Affiliation:1(1.College of Water Resources and Architectural Engineering,Northwest A & F University,Xianyang,Shanxi 712100,China;2.Key Laboratory of Geological Hazards in Three GorgesReservoir Area Under Ministry of Education,Three Gorges University,Yichang,Hubei 443002,China)
Abstract:Based on the principle of dynamical response time history analysis,taking a practical engineering as example,the simulation with the dynamic FEM was used to analyze the disturbance effect of blasting vibration on rock slope,the characteristics of acceleration response,displacement response and stress response in different parts of rock slope.The results showed that the vibration velocity,displacement value and stress value of slope obtained by means of time-history analysis can reflect more objectively and truly the dynamic response results of slope in blasting vibration and the disturbance effect of blasting.
Keywords:Blasting vibration  Time-history analysis  Dynamical response  Dynamic finite element  Open-pit slope
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