杭州萧山路堑高边坡岩体稳定性勘查分析  

Exploration and Analysis on Rock Mass Stability of High Side Slope in Xiaoshan,Hangzhou

作　　者：黄俊革[1] 杨庭伟[1] 农观海[1] 

机构地区：[1]上海应用技术学院城市建设与安全工程学院,上海200235

出　　处：《上海应用技术学院学报（自然科学版）》2011年第4期281-285,共5页Journal of Shanghai Institute of Technology: Natural Science

基　　金：上海市教育委员会创新基金(08YZ168);中国地质调查局地质调查(1212011120196)

摘　　要：对杭州萧山路堑高边坡岩体稳定性勘查方法进行了详述。利用小深度钻孔布设电极和检波器,采用布设在高边坡之上的高密度电阻率测深、反射地震剖面法、地震面波勘探等物探方法对高边坡岩体进行勘查。结果表明,直接布设在高边坡表面的物探剖面对探测岩体稳定性是有效的。勘查结论为管理部门后续处理工作提供了依据。Exploration method on rock mass stability of high side slope in Hangzhou,Xiaoshan is discussed in this paper.Electrodes and geophone are set in flat bore.High density resistivity sounding,seismic reflection profile,surface wave prospecting is done on rock high side slope.The result shows that geophysics methods on high side slope to explore rock mass stability are effective.According to the exploration,the administration section can finish follow-up work easily.

关 键 词：高边坡 稳定性 勘查 

分 类 号：U416.14[交通运输工程—道路与铁道工程]