摘要
介绍了兰尖铁矿兰山采场南帮原位软弱结构面剪切试验的方法、技术及其结果,并结合地质描述资料对试验数据进行分析,从而获得比较可靠的抗剪强度指标,为采场南帮边坡稳定性分析奠定了基础.另外,还讨论了单点摩擦试验与多点直剪试验的成果差异,提出单点摩擦强度低于残余强度的看法.
This paper introduceo the in-situ shear strength test of weakness plane,which was done by the author at the south slope of the open pit in lan-Jian Iron Mine.The methods ,the technigues and the results of the test are introduced in the paper.Apart form this, some fairly reliable indexes of shear strength were obtained,with the analysis of test data described geologically.So the basis in which the analysis of the stability of the slope lies is provided.In addition,the dissension upon the difference among the results of the single friction test and the multiple shear test are introduced.The comcluson is that single friction strength is weaker than residual strength being advancded.
关键词
软弱结构面
铁矿
抗剪强度
露天矿
Weakness plane
Peak strength
Residual strength
Friction strength