|国家科技期刊平台
首页|期刊导航|水力发电学报|稳定分析中滑动面构造方法分析

稳定分析中滑动面构造方法分析OA北大核心CSTPCD

Analysis of generating slip surfaces in stability analysis

中文摘要英文摘要

滑动面的构造方法是边坡稳定分析的关键课题之一.任意滑动面的构造比较复杂,基于Logistic函数积分等基函数构造的曲线可以代替传统的折线形滑动面,改善滑动面的光滑性,也有利于减少其自由度.对基于基函数的滑动面构造方法进行梳理,将其划分为基于连续函数叠加的构造方法和基于积分运算的构造方法.重点对Logistic 函数及其积分的性质进行分析,得到了不同参数对曲线形态的影响规律,从而缩小了相关参数的取值范围,为减小滑动面自由度提供了依据.在此基础上也给出了一种确定给定滑动面参数初值的方法.针对两个边坡算例的计算表明,所提出的方法能够满足边坡稳定分析的要求.

How to generate a slip surface is one of the key issues in slope stability analysis,and to construct a slip surface with a complex shape is quite challenging.The curve based on the integral of a Logistic function or other basis functions can take the place of the traditional slip surface generated using non-circular curves,which not only improves the smoothness of the slip surface but reduces its degree of freedom.Slip surface generating methods based on basis functions are sorted out in this paper.They are divided into the superposition method of continuous functions and the integral operation method.The characteristics of the Logistic function and its integral are examined carefully,and the influence of different parameters on the curve shape is obtained to narrow parameter ranges.This provides a basis to reduce the degree of freedom of slip surfaces.And a method is presented to determine the initial parameter values of a given slip surface.The calculations of two slope examples show our method is tolerably good in slope stability analysis.

介玉新;王杨强;周婷;谢琪

清华大学 水圈科学与水利工程全国重点实验室,北京 100084||清华大学 水利部水圈科学重点实验室,北京 100084||清华大学 水利水电工程系,北京 100084

土木建筑

边坡滑动面安全系数Logistic曲线自由度

slopeslip surfacesafety factorLogistic curvedegree of freedom

《水力发电学报》 2024 (007)

73-84 / 12

国家重点研发计划(2023YFC3011401);国家自然科学基金项目(52108372)

10.11660/slfdxb.20240707

评论