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首页> 外文期刊>Journal of Mines, Metals & Fuels >Modern techniques in rock slope stability analysis - applications and limitations
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Modern techniques in rock slope stability analysis - applications and limitations

机译:边坡稳定性分析中的现代技术-应用与局限性

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摘要

The stability of slopes is an important factor in many aspects of engineering (open pit mining, road cuts, etc.). The accelerated economic development of mineral resources require slopes that are both safe and economically feasible. Stability analyses are routinely performed in order to assess the safe and functional design of an excavated slope and to find out the equilibrium conditions of a natural slope. Evaluation of slope failure potential is often very difficult as the factors promoting the instability may be unique not only from site to site but also often within the same slope. The analysis technique chosen depends on both site conditions and the potential mode of failure, with careful consideration being given to the varying strengths, weaknesses and limitations inherent in each methodology. There are no standard procedures and routines that provide an "exact" solution. Only the combination of thorough site investigation, analytical techniques and a large portion of good engineering judgement can provide acceptable solutions. Many different analytical techniques have been developed and used in the assessment of slope stability. The primary objective of an analysis is to assist in the design of safe, functional and economic soil and rock slopes. The choice of a proper analytical technique should be dependent on the in situ conditions, scale, availability, reliability and understanding of relevant data, as well as the purpose of the analysis. Different approaches will be used in a soil slope or a competent rock slope, in cases where the failure mechanism is well understood as opposed to cases in which a limited knowledge about the cause and mode of failure exists. Similarly a different approach may be used in cases where the stability of the slope along a well-defined failure surface is of interest, or where the magnitude of the potential instability and the overall extent of deformations are important. This paper shall discuss various modern techniques, their applications and limitations.
机译:在工程的许多方面(露天采矿,道路切割等)中,斜坡的稳定性是一个重要因素。矿产资源经济的加速发展需要安全且经济可行的斜坡。为了评估开挖边坡的安全和功能设计并找出自然边坡的平衡条件,通常进行稳定性分析。边坡破坏潜力的评估通常非常困难,因为引起不稳定性的因素不仅在各个地点之间可能是独特的,而且在同一边坡内也常常是独特的。选择的分析技术取决于现场条件和潜在的故障模式,并仔细考虑每种方法固有的各种优势,劣势和局限性。没有提供“精确”解决方案的标准程序和例程。只有全面的现场调查,分析技术和大量良好的工程判断能力相结合,才能提供可接受的解决方案。已经开发了许多不同的分析技术并将其用于边坡稳定性评估中。分析的主要目的是协助设计安全,功能和经济的土壤和岩石边坡。选择合适的分析技术应取决于现场条件,规模,可用性,可靠性和对相关数据的理解以及分析的目的。在充分理解破坏机制的情况下(与对破坏原因和模式的了解有限的情况相反),将在土质边坡或称职的岩石边坡中使用不同的方法。类似地,在关注沿明确定义的破坏面的坡度稳定性或潜在不稳定性的大小和整体变形程度很重要的情况下,可以使用其他方法。本文将讨论各种现代技术,其应用和局限性。

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