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浅埋隧道地表锚杆预加固的作用机理与分析方法
Applying mechanism and analysis method of anchored-bolt pre-reinforcing surface of shallow tunnel
【摘要】 在现场量测与室内模型试验研究成果的基础上,探讨了用砂浆锚杆对浅埋隧道地表进行预加固的作用效果以及锚杆与地层共同作用的力学机理,由此提出了分析锚杆预加固作用效应的计算方法。计算值与试验结果比较接近。
【Abstract】 Based on the results of measuring in site and model test in laboratory, the applying effect that surface of shallow tunnel is pre reinforced with mortar anchored bolts, as well as the mechanics mechanism of bolts and stratum acting on each others, are studied. Then, the calculating method that the applying effectiveness of bolts for pre reinforcing is analyzed,has been given out.The calculated values are very close to the test results.
【关键词】 浅埋隧道;
砂浆锚杆;
地表预加固;
作用机理;
分析方法;
【Key words】 shallow tunnel; mortar anchored bolt; pre reinforcing of surface; applying mechanism; analysis method;
【Key words】 shallow tunnel; mortar anchored bolt; pre reinforcing of surface; applying mechanism; analysis method;
- 【文献出处】 铁道学报 ,JOURNAL OF THE CHINA RAILWAY SOCIETY , 编辑部邮箱 ,2000年01期
- 【分类号】U455.71
- 【被引频次】51
- 【下载频次】339