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Slope Structure Classification of High Rock Slopes and Its Engineering Application in Southwest China

机译:中国西南地区高岩石斜坡斜坡结构分类及其工程应用

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The basis of stability calculation and supporting design of high rock slope is the analysis of geological conditions.Existing geological analysis method primarily interprets the method in phenomenon describing and rock structure analysis.So, it is not convenient for designers due to lack of reasonable index on description of structural characteristics of slope.In this paper, firstly, the difference and connection among slope body structure, rock structure and slope structure is discriminated.And then the established method of slope body structure is discussed.Slope body structure is established on the basis of geological investigation and slope analysis, which is taking into account the following factors, such as main control structural plane, comprehensive analysis of engineering geological petro fabric, free face characteristics, geologic structural feature, result of natural force and groundwater development status.On the basis of summarizing and analyzing geological conditions of the already built and under construction slope of hydropower project in southwest China, divided the slope body structure into six classes and ten types, thus the classification system is preliminary established.Based on the classification system established the corresponding relationship between slope body structure and failure mode, which further provide evidence for establishing calculation model and selecting slope stability method and corresponding supporting design.Finally the important application value of research results to slope body structure in slope engineering is described.
机译:高岩石斜坡稳定性计算和支持设计的基础是地质条件的分析。提出了地质分析方法,主要解释了描述和岩石结构分析的现象中的方法。所以由于缺乏合理指数,设计师并不方便斜坡结构特征的描述。本文鉴定了坡体结构,岩石结构和斜坡结构之间的差异和连接。然后讨论了山坡体结构的建立方法。基于基础建立了人体结构地质调查与坡度分析,考虑到以下因素,如主控制结构平面,综合分析工程地质石油面料,自由面特征,地质结构特征,天然力量的结果和地下水发展状况。总结和分析T的基础他已经在中国西南部的水电项目建设和建设坡度,将斜坡体结构分成了六种课程和十种类型,因此分类系统是初步建立的。基于分类系统,建立了坡体结构与故障模式之间的相应关系(进一步提供了建立计算模型和选择斜率稳定性方法的证据,并相应的支持设计。描述了研究结果对斜坡工程中的斜坡体结构的重要应用价值。

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