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1)  deformed tension fracture rockmass
变形拉裂岩体
2)  deformation and fracture mass
拉裂变形体
1.
Taking example for the deformation and fracture mass at the right bank of a hydroelectric station in Southwest China,the upstream and downstream boundaries,the front and back boundaries of the deformation and fracture mass were determined using geological qualitative analysis of topography,geomorphology features first.
本文以西南某水电站库首右岸拉裂变形体为研究对象,根据现场的地形地貌,先从地质定性分析出发,初步确定拉裂变形体的上下游边界及前后缘边界。
3)  The fracturing and deformation body
变形拉裂体
4)  rock mass deformation
岩体变形
1.
Research on chaos behaviour of rock mass deformation affected by mining;
采动岩体变形的混沌行为研究
2.
Deep rock mass deformation monitoring on high slope of TGP s ship lock;
三峡工程双线五级船闸高边坡深层岩体变形监测
5)  rock deformation
岩体变形
1.
Optical fiber sensor is embeded in rock layer of model to find premonitory information of rock deformation and the process of rock damage with mining.
在模拟矿山开采引起的岩层运动时,将光纤传感器埋入模型的岩层中,研究采用光纤传感技术监测岩体变形的理论和技术。
2.
Based on Biot consolidation principle, a pore elastic finite element model is proposed for instable flow, which can be used to study the influence of longwall mining on rock deformation and hydrogeological environment.
由采动引起的岩体变形因而对采场的水文地质环境的变化起到决定性的影响。
3.
According to the measurement during excavation of Jinzhou tunnel with four lanes in one cave which lies on the rebuilt highway from Shenyang to Dalian,this paper analyzes the rock deformation rule,discusses the reason of instability after a highway tunnel was excavated,emphasizes the necessity of the construction stability monitor and active control.
结合沈大高速公路改扩建工程金州单洞四车道公路隧道施工现场监测,对大跨度隧道开挖岩体变形的规律进行了探讨,揭示了大跨度隧道开挖后围岩失稳的原因,强调进行现场稳定性监测的必要性,阐明了锚喷网支护对于改善围岩受力状况、提高围岩自身承载力的本质,指出在大跨度公路隧道施工中必须坚持监控量测与主动控制的原则,以确保隧道施工的安全和质量。
6)  deformation of rock mass
岩体变形
补充资料:变形


变形


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