摘要
本文通过对岩体地震破坏后的弹性波测试，分析其波速的制约因素，采取相应的计算公式讨论了岩体密度的计算方法，并将其与平硐内硐壁裂隙统计计算出的岩体密度值做了比较，说明应用弹性波速计算岩体密度的精度与科学性。
In this paper a computation method of rockmass density is studied by us- ing corresponding computation formula based on the elastic wave testing of rock- mass suffered from earthquake induced failure and the analysis of the restrictive fac- tor of its wave velocity．Meanwhile we compare this density rating with that com- puted by joint statistics in adits and therefore verify the accuracy and reatsonable- ness of computed rockmass density by elastic wave.
出处
《地质灾害与环境保护》
1995年第3期41-46,共6页
Journal of Geological Hazards and Environment Preservation
基金
国家自然科学基金
