Most of high rock slope are excavated by blasting.
爆破是目前岩石边坡开挖的主要方法。
It is a three dimensional limit equilibrium analysis for rock slope.
该方法是一种三维的岩坡极限平衡分析法。
Then the meaning of rock slope in engineering practice is pointed out.
其次指出岩质边坡在工程实际中的意义；
It controls the distortion, the breakage, and the stability of rock slope.
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。
The failure mechanism of rock slope due to surface infiltration is discussed.
对地表入渗影响下的岩体边坡失稳机制进行了探讨。
The method is simple and important to studying mechanism of bedding rock slope.
该方法简单适用，对研究顺层岩质边坡失稳机理具有重要意义。
Random wedge failure is one of the common failure types of rock slope excavation.
随机楔体的破坏是岩石开挖边坡中常见的破坏类型之一。
It is difficult to find a reinforced measure for swelling rock slope due to its complex.
膨胀性岩质边坡，由于其复杂性，加固方案不易确定。
On the basis of this, the effects of material parameters on safety factor of rock slope are studied.
在此基础上，研究了材料参数对岩质边坡安全系数的影响。
Stability analysis of underwater rock slope has important practical meaning for engineering practice.
水下岩质边坡的稳定性分析在工程实践中具有十分重要的现实意义。
The stability of high rock slope has a direct impact on the smooth construction of a hydropower station.
岩质高边坡的稳定性直接影响到水电站建设的顺利进行。
A certain large gently inclined cut slope was destructed by its rock slope failure due to top soil sliding.
某大型缓倾陡节理路堑边坡，在上部薄表土滑动作用下岩质坡体倾倒破坏。
The principle of preferred plane analysis is a new research view and model for rock slope engineering geology.
优势面分析原理是边坡工程地质问题的一种新的研究观点和模式。
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。
Therefore, this paper start work form opening out the stress state and the method of rock slope degree on expressway.
为此，本文从揭示公路岩石边坡中的应力状态出发，结合公路岩石边坡坡度确定方法的研究。
Most analysis for rock slope stability have dealt with single-faced slopes with a planar surface of a constant strike.
多数岩质边坡稳定性分析已基本解决了常走向单坡面临空的边坡平面滑动问题。
The reasonable confirmation of rock mass mechanical parameter is a fundamental job in rock slope mechanics and engineering.
岩体力学参数的合理确定是岩石边坡工程中一项基础的工作。
The example verified that these two methods have higher reliability and thus apply to assessing the stability of rock slope.
实例验证，两种方法均具有较高的可靠性，适用于岩坡稳定性评价。
The major influence factors of stability and the deformation and failure modes of consequent bedding rock slope are summarized.
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。
For example, it can apply to embankment reinforcement and embankment fill and rock slope defence and pavement crack prevention etc.
如在路堤加筋、台背路堤填土加筋、岩石边坡路基防护和路面裂缝的防治等。
There are all have the high rock slope in railroad, traffic, water conservancy, and mine etc. basic engineering construction region.
在铁路、交通、水利水电、矿山等基本建设工程领域，均存在大量高陡岩质边坡。
Through work practice for many years, combining engineering instance, normal types and formation principle about rock slope are analyzed .
通过多年的工作实践，结合工程实例首先对岩质边坡的常见类型、形成机制进行了分析；
The anchor support is a effective method for reinforcing failure rock slope with technic feasibility, construction convenience and lower cost.
锚杆支护是加固失稳岩质边坡的有效方法，其技术可行，施工方便，工程费用较低。
In terms of the locations of the potential dangerous slip surface, the failure of rock slope can be classified as shallow slide and deep slide.
根据边坡潜在滑动面的位置可将岩质边坡的滑动分为浅层滑动和深层滑动两种形式。
Methods Based on the two failure mode of plane and wedge sliding destruction of the limit equilibrium theory, rock slope stability is analysed.
方法按极限平衡理论中的平面滑动破坏和楔体破坏两种破坏模式进行稳定性分析。
Rainwater infiltration, one of main factors inducing rock slope to slip, changes distribution of seepage flow field in unsaturated zone of slope.
雨水入渗改变了岩质边坡非饱和区渗流场的分布，是引发边坡滑坡的主要因素之一。
Wedge failure is one of familiar failure types in rock slope, and the stability analysis of wedge is a classical problem in rock slope engineering.
楔形体破坏是岩质边坡中最常见的一种破坏形式，楔形体稳定问题也是岩质边坡工程中的经典问题。
Taking the influence of blasting loosening and unloading into account, the feedback analysis model of the high rock slope stability is established.
建立了岩石高边坡分步开挖稳定性反馈分析模型，分析过程中考虑了岩体爆破松动及卸荷的影响。
Taking the influence of blasting loosening and unloading into account, the feedback analysis model of the high rock slope stability is established.
建立了岩石高边坡分步开挖稳定性反馈分析模型，分析过程中考虑了岩体爆破松动及卸荷的影响。
应用推荐