2) karst tunnel
![点击朗读](/dictall/images/read.gif)
岩溶隧道
1.
Analysis on the process of water burst catastrophe and it s prevention countermeasures in a karst tunnel;
岩溶隧道突水灾变过程分析及控制技术
2.
Influence of long-term draining groundwater in karst tunnel on permeability of its surrounding rock;
岩溶隧道长期排水对围岩渗透性的影响
3.
Risk management of Karst tunnel of Yichang-Wanzhou Railway
![点击朗读](/dictall/images/read.gif)
宜万铁路岩溶隧道风险管理
3) soft rock tunnel
![点击朗读](/dictall/images/read.gif)
软岩隧道
1.
Discussion on influence of initial support to stability and deformation of surrounding rock mass in soft rock tunnel;
初期支护对软岩隧道围岩稳定性和位移影响分析
2.
Determination of soft rock tunnel frost heaving damage parameter;
![点击朗读](/dictall/images/read.gif)
软岩隧道冻胀损伤参量的确定
3.
The results of the analysis on the deformation characteristics, damage shapes and collapse height of soft rock tunnels indicate that the Hoek-Brown\'s brittleness parameter method is a practical and reliable approach of predicting the collapse height of a tunnel in soft rocks.
本文分析了软岩隧道稳定性的影响因素及常用的三种隧道围岩稳定性判别准则在软岩隧道中应用的可行性,认为Hoek判别法较其它方法有较好的实用性。
4) tunnel surrounding rock
![点击朗读](/dictall/images/read.gif)
隧道围岩
1.
Review of research on instability failure mechanism and stability control of tunnel surrounding rock in water-bearing sandy ground
含水砂层隧道围岩失稳破坏机制及控制研究现状综述
2.
A comprehensive study of tunnel surrounding rock classification methods
![点击朗读](/dictall/images/read.gif)
隧道围岩分级方法综合研究
3.
In regard to resistance,the rule of setting the maximum allowable deformation which is applicable to all kinds of tunnel surrounding rocks is studied.
对于抗力,研究了各类隧道围岩最大允许变形值的确定规则;对于荷载,根据围岩与支护结构相互作用原理,揭示了坑道周边围岩变形在本质上是围岩物理力学参数的高度复杂函数,无法得到其解析关系的事实,由此导致的可靠度无法求解的问题。
5) surrounding rock of tunnel
![点击朗读](/dictall/images/read.gif)
隧道围岩
1.
The application of matter-element extension model in stability classification of surrounding rock of tunnel;
基于物元可拓模型的隧道围岩分级评价应用
6) weak rock tunnel
![点击朗读](/dictall/images/read.gif)
软岩隧道
1.
According to the characteristics of engineering geology and support design in weak rock tunnel, a finite difference method for fast lagrange analysis code(FLAC) was applied to simulate the deformation characteristics and convergence curves of weak rock tunnel in the paper.
结合软弱围岩隧道工程地质和支护设计特点 ,应用有限差分方法 ( FLAC)模拟研究了软岩隧道受力变形特征和围岩收敛曲线 ,并分析了复合支护结构中一次支护和二次支护结构的作用机理及作用效果。
补充资料:岩溶地貌
即“喀斯特地貌”(461页)。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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