边坡工程是一个十分复杂的体系。
边坡工程是一个复杂的系统工程。
边坡稳定性分析是边坡工程研究的核心。
Slope stability analysis is the core of slope engineering research.
论证了粒子群优化算法在边坡工程中的实用性。
It demonstrates the practicability of particle swarm optimization method in slope engineering.
对岩质边坡工程的勘察设计有一定参考价值。
The paper provides an important reference to investigation and design of rocky slope works.
在边坡工程中，传统的评价方法是安全系数法。
In slope project, the traditional evaluating method is factor of safety method.
该方法对均质成层基坑工程，边坡工程均适用。
This calculation method is universally applicable to excavation engineering and the stability analysis of earth slopes.
一个支护设计方案是否合理，决定了边坡工程的成败。
The reasonable project of timbering design determines the success of the slope engineering.
边坡工程的稳定性分析是岩土工程领域的一个研究热点。
The stability analysis of the slope project is a focal problem of the geotechnical engineering field.
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.
在边坡工程中，设计是核心，监测是手段，施工是保证。
In the slope engineering, design is the core, supervision the measure, and construction is the assurance.
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.
因此如何经济、有效地保证边坡工程的稳定性就显得十分迫切。
So how to ensure the stability of the slope works economically and effectively is very urgent.
它能解决大多数岩土边坡工程问题，具有较好的实用性和推广价值。
It can solve most of the problems incurred both in soil and rock slope engineering. Its integriyt, applicability and utilization on micro-computers make it very useful and spreadable.
本文基于工程优化原理和系统工程概念，论述边坡工程的系统优化方法。
In this paper, the systems optimum method for the slope engineering is described based on the principles of the engineering optimum and the concept of systems engineering.
边坡工程中的植被不仅能美化环境，还具有控制雨水冲蚀、稳定边坡的作用。
Vegetation on slopes not only serves as landscape function, but also controls rain water erosion and slope stability.
因此，在边坡工程中采用植被护坡技术并进行景观设计，符合边坡治理的发展趋势。
Therefore, the idea that applying the technology of protecting slope by vegetation and the method of designing landscape on slopes is consistent with the development of slope protection.
然而，在路堑边坡工程和自然边坡中有很多边坡坡面并不是平面，它包含多个坡面。
However, there are many slopes with non-planar surfaces along road cuts and natural slopes.
本文采用的技术路线对于类似复杂地质条件下的边坡工程研究具有较为现实的参考意义。
In this paper, the technical route for the complex geological conditions of slope has a more realistic reference to similar slope research.
本文针对当前岩体力学参数研究的难点进行了研究，并将研究成果应用到实际边坡工程中。
In this paper, the currently difficult problems on rock mass mechanical parameter are carried out, which study results are applied to the slope engineering practice.
钻孔测斜仪是一种测定钻孔横向位移的原位监测仪器，在边坡工程原位监测中应用最为广泛。
Borehole inclinometer is a monitoring instrument in situ to measure lateral displacement of borehole. It is extensively used in slope engineering.
在边坡尤其是高陡岩质边坡工程中，崩塌落石灾害已经成为仅次于边坡稳定的研究课题之一。
The disaster of rockfall has became one of research subject which is second only to slope stability, particularly in engineering of high and steep rock slope.
试验结果有助于揭示边坡在地震作用下的失稳机制，为边坡工程的抗震设计提供有益的参考。
The results are helpful to reveal the mechanism of slope instability under earthquake, and provide valuable references for aseismic design of slope engineering.
随着工程建设的开展，软岩问题愈趋突出，软岩边坡变形失稳是最常见的岩质边坡工程问题。
Along with the development of the construction, the soft rock problem is more extrude. The soft rock slope border's instability is the most familiar problem in rock slope border engineering.
本文的成果可以直接用于指导生产实践，并在边坡工程的基础理论与方法研究方面取得一些进展。
This achievement can be used for guiding practices directly, and make some progress in the basic theory of the slope project and method research.
论述石人沟铁矿、司家营铁矿和棒磨山铁矿在边坡工程方面存在的问题，并提出相应的解决途径。
This paper presents existent problems of slope engineering in Shirengou Iron Mine, Sijiaying Iron Mine and Bangmoshan Iron Mine, and puts forward corresponding solving ways.
影响边坡工程稳定性的因素众多而复杂，影响程度各不同，问题具有不完全性、非确定性的特点。
The influencing factors of slope stability are numerous and complex, with different influencing degrees, which are incomplete and uncertain.
影响边坡工程稳定性的因素众多而复杂，影响程度各不同，问题具有不完全性、非确定性的特点。
The influencing factors of slope stability are numerous and complex, with different influencing degrees, which are incomplete and uncertain.
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