1. 引言
三维极限平衡分析【三维极限平衡分析理论概述(3D LEM)】是采矿边坡稳定性的主要分析手段,我们目前使用的主要分析工具包括:Slide3, Slope3D, Plaxis LE和RocSlope【Rocscience | RocSlope---节理化岩石边坡极限平衡稳定性分析软件】。本文简要评述了SSIM 2023【采矿边坡稳定性---未来的边坡(Slopes of the Future)】呈现的4篇三维极限平衡分析的论文,每篇论文的参考文献由SSGeotech代码自动生成。这4篇论文分别为:
(1) 三维极限平衡分析的案例研究
(2) 露天矿边坡辨识和分析关键块的新方法
(3) 使用DFN评价坡道尺度的反倾楔形体
(4) Bozshakol铜矿强蚀变沉积带的三维岩土分析
2. 论文评述
using three-dimensional limit equilibrium stability analysis
[1] (2011) Discussion on force between columns of three-dimensional limit equilibrium for slope stability analysis
[2] (2011) Three-dimensional stability study of semi-deterministic blocks in complex rock high slope
[3] (2020) Evaluation of rock slopes susceptible to circular failures using logistic and multiple regression models
[4] (2013) An improvised three-dimensional slope stability analysis based on limit equilibrium method by using particle swarm optimization
[5] (2023) A three‐dimensional limit equilibrium method for slope stability analysis integrating machine learning optimized intercolumn force function
[6] (2021) Three-dimensional (3D) slope stability analysis using stability charts
[7] (2013) Analysis of stability of three-dimensional slopes using the rigorous limit equilibrium method