摘要
将高地应力条件下隧道软弱围岩发生挤入型大变形的复杂力学行为归属为变形速率快而收敛慢、量值大、达到稳定的时间长的一种非线性蠕变范畴,着重研究了对围岩挤入型大变形的预测方法及其可靠性评价.对乌鞘岭铁路隧道断层带施工开挖大变形问题进行了变形预测的工程应用,并对一种可用以解决上述围岩大变形问题的新型自进式压力分散型让压锚杆提出了应用建议.
A complex mechanical behavior of large squeezing deformation of tunnel weak rocks is discussed under high ground stress condition. From the point of view of rock rheology, the definition of such squeezing deformationis interpreted comprehensively that it can be belonged to the scope of a kind of rock nonlinear creep with fast deformation rate but slow and large convergence. An emphasized research is focused on squeezing prediction method and its probability evaluation which are applied to analyze and assess the large squeezing deformation of a rock fault zone of the Wushaoling railway tunnel under excavation. A study with suggestions on a new typed yield-pressure rock anchor bolts/cabies for solving the above-mentioned squeezing problem is presented.
出处
《河南大学学报（自然科学版）》
CAS
北大核心
2012年第5期646-653,共8页
Journal of Henan University:Natural Science
基金
铁道部"十一.五"行业攻关重大项目
关键词
挤入型隧道围岩
围岩大变形
挤入型变形的预测方法
乌鞘岭铁路隧道
让压锚杆
锚索
squeezing typed tunnel rocks
large deformation of tunnel surrounding rocks
prediction method ofsqueezing deformation
Wushaoling railway tunnel
yield- pressure anchor bolts/cables
