爆破是目前岩石边坡开挖的主要方法。
裂隙中的渗流是岩石边坡失稳的重要因素之一。
Seepage in fissure is one of the most important factors in the failure of rock slope.
裂隙中的渗流是岩石边坡失稳的重要因素之一。
Seepage is an important factor in the failure of rock slope.
对于实际岩石边坡工程来说，这些方法的实用性很有限。
In terms of practical rock slope engineering, these methods have limited usefulness.
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 reasonable confirmation of rock mass mechanical parameter is a fundamental job in rock slope mechanics and engineering.
岩体的边界可以是任何自然岩石边坡与人工开挖的任何岩体表面。
The rock mass boundary can be any excavated and natural free surfaces.
这些将为工程上治理岩石边坡的风化与侵蚀作用提供有价值的参考。
These will be provided some valuable references to control the weathering and erosion of rock slope in engineering.
本文利用数值流形方法对一层状岩石边坡的倾倒破坏过程进行了模拟。
In this paper, numerical manifold method, a new numerical analysis method, is used to simulate the toppling failure process of a stratified rock slope.
文中用有限元法分析了一个节理岩石边坡的典型问题，并计算出其抗破坏的安全因子。
A typical problem of a jointed rock slope has been analyzed and factors of safety against collapse have been computed using the Finite Element Method.
岩石边坡稳定性分析中如何合理地考虑地震作用是有关工程技术人员非常关心的问题。
How to consider the seismic action in rock slope properly is a matter of utmost concern in engineering practice.
以这些模式为基础建立相应的数学力学模型，就可进一步对岩石边坡稳定性进行定量评价。
Through these models we can set up the proper mathematical or mechanical models and evaluate the stability of rock mass both qualitatively and quantitatively.
岩石边坡稳定性分析，通常将边坡岩体的模型抽象为地质模型，力学模型及几何模型三种。
In the stability analysis of rocky slope, the rock mass is generally abstracted into geologic model, mechanical medel or geometric medel.
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。
Therefore, this paper start work form opening out the stress state and the method of rock slope degree on expressway.
岩石边坡开挖中存在大量的随机结构面，结构面与岩桥的组合破坏是边坡破坏的一种重要形式。
There are lots of discontinuities whose geometry exhibits a random behavior in rock excavated slopes, and the failure surface of the slope is normally consisted of the joints and rock-bridges.
本文探讨存在单一断层斜切岩石边坡时，断层与追踪破裂面所形成的三维块体的稳定性分析方法。
This paper discusses the possibility of the method of stability analysis of the rock slope with the wedge failure and intersected by a single fault and joints.
由于岩石边坡缺土、缺水、缺肥，生态条件十分恶劣，因此在岩石边坡上栽树、种草的难度相当大。
Because of the lack of soil, water, fertilize and hard ecological conditions in rock slope, there are lots of difficulties when planting trees or grasses on the slope.
针对国道2 1 0榆林段改建工程中岩石边坡出现的上述问题，研究应用了中冻区防渗防冻保温墙。
The thermal insulated wall is applied to treat the aforesaid issue in G210 Yulin reconstruction work of intermediate frozen soil zone.
采用传统的岩石力学理论分析计算岩石边坡的开挖变形时，发现计算的边坡位移量远小于实际的边坡位移量。
The rock slope displacement that is calculated using classical rock mechanical theory is much smaller than the actual displacement.
层状岩石边坡倾倒破坏稳定分析中，应计入上层滞水产生的倾倒力矩，这样才能解释倾倒体的许多不规则现象。
It shall reckon in tilting movement resulting from perched water in the stability analysis of tilting failure of bedded rock slope, thus it can only explain many irregular phenomena of topping mass.
边坡卸荷及其卸荷带是西南地区高边坡一种常见的现象，对岩石边坡稳定性及其它岩石工程问题有重要的影响。
Unload and unloading zones of high rock slope are familiar phenomenon in southwest area of China, which influence stability of rock slope and other rock-engineering problem.
这些工程的建设都不可避免地要在各种复杂的地质环境条件下，人为地开挖、支护形成各种各样的高陡岩石边坡。
During constructions of these projects, it can not be avoided to form various steep rock slopes by excavation and support under complex geologic environment.
陡倾外层状岩石边坡由于滑移-弯曲变形所形成的滑坡是石灰岩山区高速公路挖方边坡失稳的一种复杂的地质模式。
The failure of steep overdip stratified slope is generally caused by slidingbending in unstable cutting slopes of highway in limestone mountainous area.
基于岩石爆破损伤影响范围控制的质点峰值振动速度判据，就临近岩石边坡开挖轮廓面的爆破开挖设计方法进行了探讨。
Basen on the criteria of the peak particle velocity(PPV) for blast-induced damage, the design approach for excavation blasting near contour of rock slope is discussed.
基质混合物是岩石边坡植被护坡工程植被稳定生长的物质基础，在有限的物质条件下，其功能实现决定于功能材料的效应发挥。
Substrate, which is the most important material in eco-engineering for rock slope protection(EERSP), is the substance basis for stable growth of vegetation.
滑劈破坏是自然界中客观存在的层状岩石边坡顺层滑坡的一种破坏模式，其特点是滑体上段为剪切下滑，下段被上段推挤后发生倒转破坏。
The slipsplit failure of rock slope parallel to rock layers is a slipping pattern objectively existing in nature characterized by upper part shearing and slipping and lower part overturning.
植被护坡是利用植被涵水固土的原理稳定岩石边坡同时美化生态环境的一种新技术，是涉及岩土工程、恢复生态学、植物学等多学科于一体的综合工程技术。
Slope protection with vegetation is a kind of new technology which is used to stabilize rock slopes and beautify the ecological environment at the same time.
随机楔体的破坏是岩石开挖边坡中常见的破坏类型之一。
Random wedge failure is one of the common failure types of rock slope excavation.
将边坡工程中软弱结构面上岩石力学参数粘聚力和摩擦系数当作模糊变量，采用模糊处理方法对其进行分析。
Taking the cohesion and friction coefficient of the rock mechanics parameter in the weak structural surface of slope project as fuzzy variable, fuzzy treatment methods is used to analyze it.
在分析岩石动力特性的基础上，对抚顺矿区由矿震导致的西露天矿边坡动力响应进行了分析。
On the basis of the analysis of rock's dynamic feature, an analysis is made of the slope dynamic response caused by mine earthquake in Fushun Western Open Mining Area.
在分析岩石动力特性的基础上，对抚顺矿区由矿震导致的西露天矿边坡动力响应进行了分析。
On the basis of the analysis of rock's dynamic feature, an analysis is made of the slope dynamic response caused by mine earthquake in Fushun Western Open Mining Area.
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