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1)  small instable rock
小危岩体
1.
Usually,there are densely distributed small instable rocks in a low-angled stratofabric rock slope.
缓倾角层状岩质边坡是小危岩体出露的主要坡型之一。
2)  Dangerous rock mass
危岩体
1.
Function and effect of monitering-forecasting system of control works in Lianziya dangerous rock mass;
链子崖危岩体防治工程监测预报系统功能及效果
2.
Study on Risk Assessment and Prevention Countermeasures of Dangerous Rock Mass;
危岩体危险性评价及防治对策研究
3.
Looking the model parameter of AR(1) model as the status vector,using Kalman filter method to analysis the deformation of dangerous rock mass.
将AR(1 )模型的模型参数作为状态向量 ,用卡尔曼滤波法进行危岩体变形分析。
3)  potential unstable rock mass
危岩体
1.
On the basis of field investigation,the potential unstable rock masses can be classified into five types,the isolated unstable rock mass,the over-hang unstable rock mass,the conjoint unstable rock mass,the unstable rock mass with a soft foundation and the cataclastic uns.
针对溪洛渡水电工程坝区高边坡危岩体分布广泛,对建筑物、大坝以及整个发电系统存在极大的潜在威胁等问题,在现场调查的基础上,将危岩体分为孤立式、悬挂式、贴坡式、软弱基座式和碎裂结构式等5种类型,指出每一种类型分别对应不同的失稳模式。
2.
Potential unstable rock mass disaster often happens in high-steep slope and steep cliff zone, which is a kind of common geohazard in mountainous area.
危岩体通常存在于高陡边坡及陡崖上,是山区常见的地质灾害类型之一,在我国每年都造成人员伤亡和大量的经济损失。
3.
To the prevention of potential unstable rock mass,these experiment results provide proof to determine the impact energy.
所得成果为危岩体防治时冲击能量的确定提供了依据,提出危岩体整体防治的新的可行方法,对坡面地质灾害的防治有实际意义。
4)  crag [英][kræɡ]  [美][kræg]
危岩体
1.
The K154+950—155+380 of a certain freeway in Southwest lies in a cragged slope.
西南某高速公路K154+950—155+380段通过一陡峻的斜坡,由于在该段斜坡顺坡中陡倾角结构面较为发育,因此形成了一系列的危岩体。
2.
uguping crag is located in Shenxigou Hydropower Station reservoir area of the Dadu river in Sichuan province.
苏姑坪危岩体位于四川大渡河深溪沟水电站库区,破坏失稳后很可能堵塞大渡河,给该水电站、成昆铁路以及上游瀑布沟水电站的安全构成威胁。
3.
The Suguping fracturing crag is located on the left bank of Da-du river narrow reach in Shen Xi-gou hydropower station reservoir area in Si Chuan province.
苏姑坪危岩体位于四川大渡河深溪沟峡谷河段左岸,规模大,破坏失稳后会堵塞大渡河,将给深溪沟水电站、成昆铁路以及上游瀑布沟水电站造成严重的灾害。
5)  dangerous rock body
危岩体
1.
On the foundation of special engineering geology investigation,we systematically analyze the boundary conditions of Dr2dangerous rock body,form mechanism and failure pattern,and have introduced briefly the handle measures that adopted now.
在专门性工程地质勘察的基础上,系统分析了Dr2危岩体的边界条件、形成机理及破坏模式,并简要介绍了目前所采取的处理措施。
6)  critical rock-block mass
危岩块体
1.
Simple geology-geometry analytical procedure on stability of tunnel critical rock-block mass;
隧道危岩块体稳定性的地质-几何简明分析法
2.
Comprehensive assessment method of stability of critical rock-block mass and its application;
危岩块体稳定性的综合评价方法分析
补充资料:危岩
1.见"危岩"。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条