基于灰色关联分析的根-土复合体对边坡加固效应  

Reinforcement effect of root-soil complex on slope based on grey correlation analysis

作　　者：胡昌钧 HU Chang-jun

机构地区：[1]铅山县水资源保护中心,江西上饶334500

出　　处：《东北水利水电》2024年第7期40-42,52,72,共5页Water Resources & Hydropower of Northeast China

摘　　要：为了深入探究不同植物根系的边坡加固效应,本文结合相关工程,通过MIDAS有限元软件研究了不同根系长度、倾斜角度对根-土复合体抗剪强度的影响规律,并计算相应因素下根-土复合体加固边坡的安全系数,最后对结果进行灰色关联分析。分析结果对植物护坡实际工程应用有一定指导意义。In order to further explore the slope strengthening effects of different plant roots,this paper combined with related projects,and used MIDAS finite element software to study the influence of different root lengths and inclination angles on the shear strength of the root soil complex,and calculated the safety factor of the root soil complex under the corresponding factors,and finally carried out grey correlation analysis on the results.The analysis results have some guiding significance for the practical application of plant slope protection engineering.

关 键 词：水利工程 倾斜角度 根-土复合体 抗剪强度 安全系数 

分 类 号：TU41[建筑科学—岩土工程]