rock slide的例句大全

A new approach for evaluating the permanent displacement of rock mass slope including planar slide and wedge slide during earthquake was presented, which considered deterioration of slide surface during earthquake.

针对岩质边坡平面滑动问题和楔形体滑动问题，提出了一种考虑结构面退化的岩质边坡的地震永久位移算法，提供了该法实施的流程，并用3个实例进行了说明。

She was swimming in the Rock River near Dixon, Illinois, one warm summer day in1931, when she failed to notice another swimmer barreling down the water slide.

1931年夏季的一天，她在迪克森镇岩石河游泳。她没有注意到，另外一个游泳者从滑水道上迅速冲下来。

Test results showed: the root of the rock-soil filled roadbed failure is mostly asymmetry settlement and slope slide, the final failure mode could come down to slope slide and portrait craze caused by asymmetry settlement.

研究结果表明，土石混填路基的破坏主要源于坡脚失稳和不均匀沉降，最终的破坏模式可归结为路基边坡的滑塌和不均匀沉降导致的路基纵向开裂。

Rock failure can also be seen as a process of their internal structure surface formation and reconstruction, the micro-crack initiate, macro-crack formate, structure surface slide along the contact surface in this process.

岩石破坏过程也可看成是其内部结构面形成、重构的过程，在这个过程中，微裂纹萌生、宏观裂纹形成、结构面贯通及沿接触面滑移等现象交织在一起。

The water in rock cranny can lead to land slide.

节理裂隙中的水是造成岩体滑动的主要原因；

The bridge pile foundation in rock slope has double function of bearing load from superstructure and counteracting landslide-thrust from pile foundation side, and the mechanical behavior of pile in rock slope is much more complex than anti-slide pile and simplex inclined-loading pile.

岩质边坡上桥梁基桩具有承重与阻滑双重功能，其受力性状远比抗滑桩和平地上两侧无坡度的单一倾斜受荷桩要复杂得多。

application of tungsten carbide to the rock bit slide bearing

硬质合金在牙轮钻头滑动轴承上的应用研究

application of embedded anti-slide pile in high rock slope projects

岩石高边坡工程中埋入式抗滑桩的应用

search of dangerous slide path of the rock slope without obvious slide surface

无明显滑面岩质边坡危险滑移路径搜索

engineering geological analysis on intermediate state before slide-bending failure for rock slope

岩质边坡滑移-弯曲破坏中间状态的工程地质分析

The geologic hazards distribute widely in Dongxing district , including rock avalanche , unstable slope and land slide.

东兴区地质灾害发育广泛,以崩塌(危岩)、滑坡和不稳定斜坡(高陡边坡)为主.

The results provide theoretical basis for the anti-sliding design of the syncline rock structure.

所得结果为该向斜岩体结构的 抗 滑设计提供了理论依据.