边坡可靠性分析中贝叶斯参数随机反演方法的应用  

Application of Bayesian Parameter Random Inversion Method in Slope Reliability Analysis

作　　者：杜红[1] Du Hong

机构地区：[1]鄂尔多斯职业学院,内蒙古鄂尔多斯017000

出　　处：《建筑技术开发》2021年第23期150-151,共2页Building Technology Development

摘　　要：边坡可靠与否直接影响着工程项目的安全,为保证工程项目实现高效、安全建设,需在开工前对边坡可靠性进行全面、细致的分析,以了解边坡情况,从而选择针对性措施提高边坡可靠性及稳定性。基于此,以边坡可靠性分析为背景,从贝叶斯参数随机反演方法入手,分析了其基本原理,并结合实际案例针对贝叶斯参数随机反演方法的实际应用情况进行了分析研究,以供参考。Whether the slope is reliable or not directly affects the safety of the engineering project. In order to ensure the efficient and safe construction of the engineering project,it is necessary to conduct a comprehensive and detailed analysis on the slope reliability before commencement,so as to understand the slope situation,so that targeted measures can be selected to improve the slope reliability and stability. Based on this,the paper takes slope reliability analysis as the background,starts with Bayesian parameter random inversion method,analyzes its basic principle,and studies the practical application of Bayesian parameter random inversion method combined with practical cases for reference.

关 键 词：边坡 可靠性 贝叶斯方法 参数反演 

分 类 号：TP391.41[自动化与计算机技术—计算机应用技术]