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爆破震动对高速路边坡影响的数值模拟
引用本文:林士炎,李长洪,乔兰,刘宝许.爆破震动对高速路边坡影响的数值模拟[J].北京科技大学学报,2003,25(6):507-509.
作者姓名:林士炎  李长洪  乔兰  刘宝许
作者单位:1. 河北省政府办公厅建设环保处,石家庄,050053
2. 北京科技大学土木与环境工程学院,北京,100083
基金项目:国家自然科学基金;50074002;
摘    要:以京秦高速公路某段路堑边坡爆破开挖为例,采用数值模拟的方法分析了爆破震动波在边坡介质中的应力场、位移场、速度场等的分布规律,多方面研究了爆破震动效应对山区高等级公路岩质边坡稳定性的影响,现场振动测试结果验证了数值模拟计算的可靠性。

关 键 词:爆破震动  高速公路  数值模拟  路堑开挖  岩质边坡  稳定评价
修稿时间:2003年3月17日

Numerical Simulation on the Influence of Blasting Vibration on the Freeway Slope
LIN Shiyan,LI Changhong,QIAO Lan,LIU Baoxu Construction and Environment Protection.Numerical Simulation on the Influence of Blasting Vibration on the Freeway Slope[J].Journal of University of Science and Technology Beijing,2003,25(6):507-509.
Authors:LIN Shiyan  LI Changhong  QIAO Lan  LIU Baoxu Construction and Environment Protection
Institution:LIN Shiyan,LI Changhong,QIAO Lan,LIU Baoxu Construction and Environment Protection Department,Government of Hebei Province,Shijiazhuang 050053,China, Civil and Environment Engineering School,University of Science and Technology,Beijing,Beijing 100083,China
Abstract:Taking the cutting excavation of Beijing-Qinhuangdao freeway slope as an example, the dynamic features and the distribution regularity of blasting vibration waves such as stress field, displacement field and velocity field were analyzed and various aspects of the influence of blasting vibration on the mountainous freeway-cutting slope were studied by use of the numerical simulation method. The comparison of simulation results with in-situ measured results shows that they are approximate.
Keywords:cutting excavation  blasting vibration  rocky slope  numerical simulation  stability assessment
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