rock slide的例句大全

On the basis of the engineering geologic survey and the rock mechanics parameter test of open pit slope in Fengshan Copper Mine, the author analyzed the causes of slope-sliding, calculated and evaluated the slope stability, and put forward measures for controlling the slope-sliding zone.

作者以丰山铜矿露天边坡的工程地质调查和岩石力学参数试验为基础，对滑坡原因作了调查分析，进行了边坡稳定性计算和评价，对滑坡区段提出了整治措施。

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Remote SENSING-ROCK mechanics ( ii)& laws of thermal infrared radiation from VISCOSITY-SLIDING of BI-SHEARED faults and its meanings for TECTONIC EARTHQUAKE OMENS

遥感-岩石力学（II）&断层双剪粘滑的热红外辐射规律及其构造地震前兆意义

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In addition, according to the different nature of the rock to assume the distribution landslide thrust on anti-slide pile.

此外对作用于抗滑桩上的滑坡推力的分布规律和计算方法进行了阐述。

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Based on geological condition and mechanics properties of open pit footwall slope rock in Xinqiao Pyrite Mine, the stope's stability is analysed by calculation of double slide face type failure mode with limit equilibrium theory.

基于对新桥矿露采下盘边坡的地质概况和岩石物理力学性质分析，采用极限平衡理论，通过双滑面型破坏模式的计算，对边坡作了稳定性分析。

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The stability of bedding rock slope is mainly affected by two factors, which are physico-mechanical properties of slide face and groundwater pressures.

顺层边坡的稳定性主要取决于滑动面的物理力学性质和地下水对边坡岩体的水压力。

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It is pointed out that groundwater flows through the passage that consists of the slide face and the top splay fracture of a rock slope produces static water pressure of splay fracture, flotage and haulage of slide face.

指出地下水在边坡后缘张裂隙和滑动面形成的渗流通道中运动时，对滑体将产生3个方面的力学作用：张裂隙静水压力、滑动面扬压力和拖曳力；

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The geological conditions of Lijiaxia Hydropower Station are very complex, with the slide mass of high slope and week rock stratum.

李家峡水电站地质条件特别复杂，有滑坡体高边坡，软弱岩区等。

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For embankment built in soft soil area inadequate allowable bearing capacity of retaining wall foundation will cause shear failure in foundation soil, thus leading to failure or rotational slide of earth_rock mass of embankment.

软土地区堤防存在挡土墙地基容许承载力不足、地基土产生剪切破坏而出现堤防土石体失稳破坏或沿小圆弧滑动情况。

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A slide of a large mass of dirt and rock down a mountain or cliff.

大块泥土或石头向山下或峭壁下的崩落。

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A searching method of expected slide path in rock mass based on domain-divided statistics model of joints and the rock mass stress field is presented.

介绍了一种根据分区域结构面统计模型以及岩体在荷载作用下的应力场，在指定岩体结构区域内搜索出最可能出现滑移路径的方法。

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From the phenomena of engineer-ing slide in the rock mass with different structures, we can find some common laws which can be followed.

鉴于不同结构岩体边坡的工程滑坡现象，有着某些规律可循，因此若能认识掌握其规律性，从而予以合理利用和正确改造无疑十分重要。

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Expected slide path method for stability analysis of rock mass based on statistics model of joints and stress field

基于结构面统计模型和应力场的岩体稳定性分析的期望滑移路径方法

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Layer analysis method for rock slope stability and the image and spectrum of slide resistance factor

岩坡稳定的层分析方法与抗滑系数图谱

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Evaluation of the permanent displacement of rock mass slope considering deterioration of slide surface during earthquake

考虑结构面退化的岩质边坡地震永久位移研究

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Construction and reinforcement of anti-slide piles in large rock sliding mass

大岩淌滑坡体抗滑桩支挡加固工程的施工

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It is a balance system that the anti-slide pile is exerted by three kinds of force, they are the tensile force of anchor, the thrust of sliding mass, the resistance of soil and rock.

一般认为锚杆（索）抗滑桩在锚杆（索）拉力、滑坡推力、桩前滑体抗力的作用下绕锚固点（锚拉力作用点）保持力矩平衡，锚固点为一铰支点。

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The typical characteristics of the rock landslide is that it has one or more significant slip surfaces ( zone). The movement of slide Attaches to the significant slip surfaces ( zone).

岩质滑坡区别于其它斜坡变形的明显特征，就是它有一个或多个相对明确的滑动面（带），滑体依附此滑动带运动。

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Block dynamic stability and discontinuous deformation analysis of a rock slope slide

岩石滑坡体的块体动态稳定和非连续变形分析

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This paper uses Discontinuous Deformation Analysis ( DDA) to analyse the dynamic stability of a rock slope slide.

本文用块体系统非连续变形分析（DDA）方法，对岩石滑坡体进行动态稳定分析。

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Stability analysis method on rock slope in slide plane deformation

滑动面变形时岩石边坡稳定分析法

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