岩体腐蚀是路基边坡变形破坏的前提与基础。
Rockmass corrosion is the base deformation and failure of the subgrade slope.
深入探讨了岩体浅表生改造与边坡变形破坏的关系。
Thoroughly discussed the relationship between the epigenetic and superficial reconstruction of rock masses and the deformation-failure of slopes.
首先，对黄土高边坡变形破坏的基本形式及其破坏机理进行了总结分析。
Firstly, the main deformation and destruction forms of high loess slope and its deformation and destruction mode are brought forward.
进行了泥岩边坡变形破坏机理的分析，得出了泥岩边坡变形破坏机理的规律。
The author has also analyzed the destruction mechanism of mudstone slope, and has obtained the rule of destruction mechanism of mudstone slope.
针对眼前山铁矿边坡变形破坏的基本特征，分析了产生的原因并介绍了治理措施。
Basic features and reasons of slope deformation or damage of Yangqianshan Iron Ore Mine are discussed. On this basis, precautions thereof are suggested.
通过一个实例，深入分析了影响边坡稳定性的主要因素、边坡变形破坏的形式与特征。
The main factors affecting the stability of building field slope, the way and feature of slope deformation and damage are deeply analyzed by a typical sample.
以抚顺西露天矿北帮边坡为例，分析了边坡变形规律和破坏机制。
Taking Fushun Strip Coal Mine slope for example, the failure mechanism and distortion rule of the slope are analyzed.
工程中的有限元计算能反映边坡的变形特征、应力状态和破坏机理，但是尚不能给出一个直观的安全系数。
The FEM computation of engineering can reflect the characteristic of deformation, stress state and destroy mechanism of slope, but can not get an intuitionistic safety factory.
本文在现场调研和资料收集的基础上，对广北段典型边坡的变形破坏机制和稳定性评价进行了详尽的研究。
With investigation on the spot and data collection, the context proceeds to the typical slope in details of research about transform and the failure mechanism and evaluation with the stability.
对影响顺层岩质边坡稳定性的主要因素及其变形破坏模式进行了研究总结。
The major influence factors of stability and the deformation and failure modes of consequent bedding rock slope are summarized.
边坡的破坏往往伴随着很大的位移和塑性应变，因此，采用传统的小变形有限元方法计算无疑误差较大。
Slope of destruction often associated with large displacement and plastic strain, therefore, the traditional small-deformation finite element method is no doubt big error.
总结了路堑高边坡的变形破坏模式，并对其变形破坏机理进行了分析。
The deformation failure modes of high cut slopes are summarized, and analyzing the deformation failure mechanism.
进行公路边坡的稳定性研究，首先必须搞清边坡的变形破坏机制模式。
Before studied the stability of the highway slope, it must be knowing the transform and the failure mechanism mode.
由于影响边坡稳定性的因素较多，而且其变形破坏机理复杂，边坡稳定性问题迄今仍然受到理论研究和工程实践的关注。
A slope has complex failure mechanism, and is affected by many factors, therefore more attention is paid by most of experts in the filed of mining and geotechnical engineering.
最后，给出了相应的算例，并运用该模型分析了含有两组节理的岩质边坡的变形及破坏特征。
Finally relevant examples are presented and the deformation and destroy characters of rocky slope with two sets joints are analyzed with multi-laminate framework model.
边坡变形与破坏是一个复杂的过程，其影响因素众多、且具有不确定性，一般很难用确定的函数式来预测。
Deformation and failure of slope is a complicated process. A definite function to predict deformation of slope is not available due to many influencing factors and undefined feature.
多产生路基开裂、沉降变形，路面裂缝、下凹坑及鼓包破坏发育，路堑边坡开裂等危害现象。
Have more roadbed cracking, settlement, the road cracks and pits under the bulge undermine development, cutting slope cracking hazards and so on.
中国西部山区泥岩地层中修建高速公路，泥岩边坡常发生变形失稳破坏。
In the construction of express highways in mountainous areas in west China, landslide or failure of the mudstone slopes often occur.
以攀枝花兰尖铁矿工程为例，采用相似材料模拟实验对受断层影响的露天高陡边坡的变形和破坏规律进行了研究。
The deformation and failure law of the high steep slope at open pit due to the fault was investigated by the simulation tests of similar material with Panzhihua Iron Mine as an example.
根据相似理论建立地质力学模型，研究反倾层状边坡岩体的变形破坏机制。
Based on simulation theory, a geologic mechanics model is established and used for research on deformation and damage mechanism of anti-dip layered rock slop.
介绍了纤维加筋粘性土和素土边坡的离心模型试验成果。试验过程中详细观察并记录了边坡的变形和破坏情况。
Centrifugal model tests on cohesive soil slopes were conducted during which the deformation and failure pattern of the slopes were carefully observed.
结构面控制着岩质边坡的变形和破坏，决定着岩质边坡的稳定性。
It controls the distortion, the breakage, and the stability of rock slope.
顺层边坡的破坏可以按照平面滑移面计算确定发生变形的判据，库仑方程是这种破坏适宜的破坏判据。
The breakage of bedding slope can be calculated as plane slippage, and the coulomb formula is fit for it.
通过对顺层边坡岩体结构屈曲和后屈曲变形因素的分析，提出了以位移形式表示的层状边坡溃屈破坏的上限值。
The upper bound for buckling failure of bedding slope is derived in the form of displacement by researching buckling deformation factors.
由于具有复杂的地质结构，岩石高边坡的变形破坏机制和失稳模式非常复杂。
Because of complex geological structure, the deformation failure mechanism and instability mode of high rock slope are usually very complicated.
首先根据室内测试和岩体力学参数估算结果，运用摩尔-库仑破坏准则计算边坡岩体的破裂角；其次，运用弹塑性有限元数值模拟方法进行了变形破坏规律研。
First, according to the results of tests in laboratory and evaluation of rock mechanical parameters, slope rock mass failure angles are calculated based on Mohr Coulomb criteria; Secon.
不同的边坡结构，其变形破坏模式不同，所采取的防治措施也不同。
Different deformation and failure modes of the soil slope, the consequences and people's responses are also quite different.
公路黄土高边坡的变形破坏形式主要为坡面冲蚀、面状剥落，仅在局部路段见有小型崩塌、滑塌和滑坡。
The deformation modes of high slope in loess highway are mainly slope-surface-erosion and area feature peeling; collapse, slumping and slide could only be seen in some parts of the road section.
并根据边坡地面和地下监测资料，对边坡的变形特点、岩体的变形特征与破坏模式进行了详细的研究，分析了这类边坡地表和深部位移变化规律。
According to the obtained data, the deformation feature of rock body and the damage pattern of the slope have been discussed in detail. Finally, the rules of slope deformation are given.
并根据边坡地面和地下监测资料，对边坡的变形特点、岩体的变形特征与破坏模式进行了详细的研究，分析了这类边坡地表和深部位移变化规律。
According to the obtained data, the deformation feature of rock body and the damage pattern of the slope have been discussed in detail. Finally, the rules of slope deformation are given.
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