rock slide

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

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。

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。

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。

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。

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

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；

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

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

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.