The stability of slope is influenced by the cooling tower;
冷却塔的修建对边坡稳定性是有影响的；
The hydrogeology is an important factor affecting the stability of slope.
地质是影响边坡稳定性的一个不可忽视的因素。
The stability of slope is studied by a shear strength reduction technique.
通过一种强度折减技术探讨了土钉支护的稳定性。
The effect of rain infiltration on the stability of slope is studied herein.
本文研究了雨水入渗对边坡稳定性的影响。
Finally, the overall stability of slope safety under normal conditions was evaluated.
并对正常条件下边坡整体稳定安全性进行评价。
The steel bars, Soil nails inserted in natural slope can increase the stability of slope.
在原位边坡中埋入“锚钉”可提高边坡的稳定性。
The stability of slope is always of great concern in the field of geotechnical engineering.
边坡稳定性问题一直是岩土工程界的一个重要研究内容。
There is very small difference between the appraisal result and the real stability of slope zone.
评判结果较好地反映了市区斜坡带的实际稳定程度。
At the same time, blasting in the slope's excavation has great influence on the stability of slope.
同时，爆破开挖施工对边坡的稳定性有着很大的影响。
According to calculation result, freezing-thawing cycling has a great impact on stability of slope.
根据计算结果发现，冻融循环对边坡的稳定性有较大影响。
Theoretical models are studied to evaluate the safety of seepage and the stability of slope for dykes.
介绍在堤防渗透和滑坡方面进行的安全评价模型的探讨工作。
The in situ stresses can be concentrated, transmitted, and spread, which affects the stability of slope.
地应力可以集中，也可以传递和扩散，“边坡作用地应力”对边坡稳定有一定的影响。
The uncertainty problem in the stability of slope project often includes random and fuzzy characteristics.
工程稳定的不确定性问题研究包含随机和模糊两重属性。
The retaining wall for remaining stability of slope are all designed as plane strain problem in elastic theory.
维护边坡稳定的挡土墙设计，都是按弹性力学平面应变问题分析的。
Shear strength value of rock mass of slope is one of the important geological factors affecting stability of slope.
边坡岩体抗剪强度参数是影响边坡稳定性的主要地质因素之一。
Seismic stability of slope is one of hot problems in geotechnical seismic engineering and earthquake engineering field.
地震作用下边坡的稳定性问题是当前岩土地震工程和地震工程学研究的热点问题之一。
Research on the safety and stability of slope in open-pit mining is very significant to safety production of open mines.
研究露天开采边坡的安全稳定对露天矿山的安全生产具有重要意义。
For the rock slope with planar failure surface, the structural plane plays a controlling role in the stability of slope.
对于平面滑动型的岩质边坡，结构面对边坡的稳定性起着控制作用。
The paper presents that stability of slope is made by transfer coefficient methods which is used for reference of designers.
提出了利用传递系数法计算边坡稳定性的方法，供设计人员参考。
Therefore, it is further proved that local failure theory is correct and weak structural plane will control the stability of slope.
从而进一步证明了局部破坏理论的正确性和边坡软弱结构面是控制边坡稳定的关键因素。
The integral method is put forward to analyze the dynamic stability of slope under the effect of blasting vibration for the first time.
实例证明，此方法是分析边坡动力稳定性的有效方法之一。
Secondly, the paper consider stability of slope surface is relationship with the shape of the slope by research and theoretical analysis.
从理论分析得出坡面在降雨的作用下，存在临界坡度。
The vibration of blasting for excavating or mining under the high and steep slope would have an important effect to the stability of slope.
在高陡边坡条件下为开挖或开采而进行的爆破，其引起的爆破震动会对边坡的稳定产生较大的影响。
By analysis, it can be concluded that the effect of intermediate principal stress in the stability of slope analysis shouldn't be neglected.
通过分析可知，中间主应力在边坡稳定性分析中不容忽视。
The stability of slope was calculated using SlopeCAD and strength reduction FEM after reinforced, the safety factor is large than 1 and slope is stable.
利用刚体极限平衡法、有限元强度折减法对加固后的边坡进行了稳定性分析，计算发现，加固后，边坡的安全系数有较大程度提高，边坡处于稳定状态。
At the same time, reinforcing the seepage control of slope and reducing the infiltration of rain on slope could effectively improve the stability of slope.
同时有效加强坡面防渗、最大限度减少坡面雨水的入渗，能有效提高和增强边坡的安全稳定性。
Finally, analysis special road with complicated geology condition and stability of slope by strength reduction FEM, testify whether this process method meet need.
最后，对含有复杂地质条件的特殊路段进行分析，用有限元强度折减法分析边坡的稳定性，并验证处理方案是否满足要求。
Case study indicates that geological condition is the main intrinsic factor that influences the stability of slope and the water action is the main external cause.
通过工程实例论证得出：边坡工程稳定性分析中，地质条件是影响边坡稳定的主要内因，水的作用则是影响边坡稳定的主要外因。
Case study indicates that geological condition is the main intrinsic factor that influences the stability of slope and the water action is the main external cause.
通过工程实例论证得出：边坡工程稳定性分析中，地质条件是影响边坡稳定的主要内因，水的作用则是影响边坡稳定的主要外因。
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