... 顺层边坡 consequent rock slope 顺层边坡 slope of layered rock mass 减轻剂 lightening materials ...
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顺层岩质路堑边坡 consequent rock cutting slope
The main failure modes of rock bedded slope are simulated by using the distinct element analysis procedure UDEC after discussing each failure mode simply.
利用离散元分析程序UDEC模拟了顺层边坡的几种主要破坏模式,并简单分析了几种常见破坏模式的发生条件。
参考来源 - 顺层岩质边坡稳定性影响因素分析Thepaperisorgnizedinthefollowingform:Chapter 1 introduces the concept of rock slope with bedding planes and the mainmethods in analyzing the slope stability.
主要内容如下:第一章为绪论着重介绍了顺层边坡的概念,以及当前边坡稳定性分析的主要方法。
参考来源 - 顺层边坡稳定性分析At last, the FNN is used for forecasting bedding rock slope’s stability, and the FNN’s bedding rock slope forecasting system is set up which is successfully applied in WanLiang speedway slope engineers.
最后文中将典型的边坡工程实例作为样本供网络（FNN）系统的学习，然后成功地将顺层边坡稳定性神经网络预测系统应用于万梁高速公路边坡工程中。
参考来源 - 顺层边坡稳定性分析预测及其应用研究·2,447,543篇论文数据，部分数据来源于NoteExpress
本文根据顺层边坡的地质背景及力学作用机制，抽象出了顺层边坡溃屈破坏的力学模型。
Based on the geological background and mechanism, mechanical model of buckling failure for the consequent slope is given in this paper.
顺层边坡的破坏可以按照平面滑移面计算确定发生变形的判据，库仑方程是这种破坏适宜的破坏判据。
The breakage of bedding slope can be calculated as plane slippage, and the coulomb formula is fit for it.
通过对顺层边坡岩体结构屈曲和后屈曲变形因素的分析，提出了以位移形式表示的层状边坡溃屈破坏的上限值。
The upper bound for buckling failure of bedding slope is derived in the form of displacement by researching buckling deformation factors.
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