摘要
以构成露天矿山边坡的岩体为研究对象,通过现场的原位测试技术来确定岩体的抗剪强度参数时,讨论了影响试验成果的各方面因素,从而得到较精确的试验数据,并为边坡的稳定性分析提供合理的参数依据。
Taking slope rock mass of an open pit mine as study object, the shear strength parameters of rock mass were determined by the in-situ testing technology various factors affecting test results were discussed, so as to achieve more accurate test data and to provide a reasonable parameter basis for analysis of slope stability.
出处
《矿业快报》
2008年第12期33-35,115,共4页
Express Information of Mining Industry
关键词
原位试验
强度参数
边坡
In-situ test
Strength parameters
Slope