片语

rock body slope巖体边坡

Rock High Slope巖质高边坡

stratified rock high slope层状巖质高边坡

rock bedded slope顺层巖质边坡

rock soil slope巖土边坡

rock cut slope巖削坡

rock-slope stability边坡稳定性

complex rock mass slope复杂巖质边坡

rock side slope巖质边坡

英汉例句

• the paper brings the conception of seepage force and use finite element method to analyze rock slope stability under rainfall, based on unsaturated earth drained shear strength theory.

  本文以非饱和土抗剪强度理论为基础，引入了渗透力的概念，利用有限单元法进行了降雨条件下巖质边坡稳定性的分析。

• therefore, this paper start work form opening out the stress state and the method of rock slope degree on expressway.

  为此，本文从揭示公路巖石边坡中的应力状态出发，结合公路巖石边坡坡度确定方法的研究。

• random searching techniques for the localization of potential failure surfaces in rock slope based on network simulation and failure probability analysis are presented.

  介绍了基于网络模拟的巖体边坡潜在滑动面随机搜索及其破坏概率计算的基本原理和实现过程。

• its application in stability analysis of an excavated rock slope has shown that the joint network technique of rock mechanics possesses a wide prospect.

  对于深挖形成高陡边坡稳定分析的应用，表明巖石力学网络模拟技术具有广阔的前景。

• according to in-situ monitoring data, the displacement of rock slope varies with time, and the variation of air temperature is doubted to be one of the influencing factors.

  现场监测发现，边坡位移随时间起伏变化，怀疑其影响因素之一可能是气温变化。

• because of the complexity of rock slope characteristics, the variable condition of blasting and the limitation of measurement, people lack of enough understanding to slope's blasting and excavation.

  由于巖体性质的复杂性、爆破条件的多变性和测量手段的局限性，使得人们对巖体爆破开挖缺乏足够的了解。

• random wedge failure is one of the common failure types of rock slope excavation.

  随机楔体的破坏是巖石开挖边坡中常见的破坏类型之一。

• the main styles and its characteristics of vegetation on soil slope, rock slope and fluctuation belt of reservoir are introduced, the problems are discussed and the development trend is put forward.

  介绍了目前植被护坡在土质边坡、巖质边坡和水体边坡应用的主要类型与优劣，提出植被护坡存在的问题和植被护坡的发展方向。

• 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。

• substrate, which is the most important material in eco-engineering for rock slope protection(eersp), is the substance basis for stable growth of vegetation.

  基质混合物是巖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。

• the dip bedded rock slope is one of the familiar types of cutting slopes at present, its engineering characters take on large quantity, distribution and instability.

  顺倾层状巖石路堑边坡是道路边坡工程中常见类型之一，该类边坡具有数量多、分布广和工程稳定性差等特点。

• most of high rock slope are excavated by blasting.

  爆破是目前巖石边坡开挖的主要方法。

• 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.

  楔形体破坏是巖质边坡中最常见的一种破坏形式，楔形体稳定问题也是巖质边坡工程中的经典问题。

• 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.

  基于巖石爆破损伤影响范围控制的质点峰值振动速度判据，就临近巖石边坡开挖轮廓面的爆破开挖设计方法进行了探讨。

• then bedding slide of bedding stratified rock slope is studied adopting limit equilibrium method, and a formula of stability is brought forward.

  然后采用极限平衡法，研究了顺向层状巖质边坡的顺层滑动失稳，提出了其稳定性计算公式；

• four degree-of-freedom completely coupled method is used for coupled analysis of the rock slope, and the safety factor of the rock slope is calculated by use of the strength reduction fem.

  用裂隙巖体渗流与应力耦合分析的四自由度全耦合法对巖质边坡进行耦合分析，通过强度折减有限元法求解巖体边坡的稳定安全系数。

• 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，均存在大量高陡巖质边坡。

• the major influence factors of stability and the deformation and failure modes of consequent bedding rock slope are summarized.

  对影响顺层巖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。

• in order to research the mechanical of rock slope progressive failure, an experiment of physical analysis is made, at the same time, a numerical simulation is also made by using flac.

  为了揭示巖体边坡渐进破坏的机理，在对边坡渐进破坏进行物理模拟的同时，应用flac软件对边坡渐进破坏过程进行了数值模拟。

• 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巖质边坡的滑动分为浅层滑动和深层滑动两种形式。

• the results show that stability safety coefficient of rock slope gradually reduces with continuous rainwater seepage, and infiltration has a great effect to slope stability.

  结果表明，巖体边坡的稳定安全系数随着雨水的不断渗入在逐渐地降低，降雨入渗对边坡的稳定性有很大的影响。

• after underground mining, the direction of main stresses deflect, the difference between the two main stresses main stresses increases within the rock slope above the mined-out space .

  井采后，采空区上方边坡巖体内部主应力方向发生偏转，主应力差增大，坡顶和靠近边坡面的背斜轴部出现拉应力。

• ecological protection technique of rock slope is a new slope protection technique, and it is used widely in some supporting engineering of rock slope at railway and highway.

  巖质边坡生态防护技术是一种新型的边坡护坡技术，但已开始大量应用于一些铁路、公路巖质边坡的支护工程。

• this paper advances a new method in analyzing rock slope stability.

  为巖质边坡稳定性分析提供了一种新的方法。