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岩石峰值后注浆加固实验与巷道稳定性控制
Grouting reinforcement test of rock after peak value of strength and roadway stability controll
【摘要】 首先根据围岩强度进行了围岩稳定性分类;提出并实施了以巷道围岩锚注为核心的复合支护方案;实验表明在分别采用聚胺脂、425#水泥进行岩石注浆加固时,岩石强度比其残余强度可以提高0.7-1.1倍、1.3-2.0倍;最后,进行了反底拱支护能力的力学分析。
【Abstract】 The stabilities of surrounding rocks are classified according to their strengths. A united supporting scheme of the grouting bolt is proposed and applied. The experiment shows that the strength of rock grouted by MARITHAN N and 425 cement is enhanced # to 70-110 % and 130-200 % compared with the remain one. The support capability of inverted arch is analyzed .
【关键词】 深井地压;
巷道稳定性;
反底拱;
注浆锚杆;
【Key words】 deep mine ground pressure; stability of roadways; inverted arch; grouting bolt;
【Key words】 deep mine ground pressure; stability of roadways; inverted arch; grouting bolt;
- 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2004年S1期
- 【分类号】TD32
- 【被引频次】49
- 【下载频次】613