摘要
本文提出了应用弹性波速度,评价岩体稳定性的方法,为围岩分类提供多种定量参数,提高施工验洞质量。
This paper presents the method of application of elastic wave velocity to evaluate the rock mass stability many quantitative parameters for the classification of country rock are offered the quality of constructional examination of tunnels can be improved.
出处
《勘察科学技术》
1995年第3期57-60,共4页
Site Investigation Science and Technology
关键词
弹性波速度
岩体
围岩
稳定性
elastic wave velocity
rock mass
classification of country rock
stability
