加筋材料对边坡稳定性的影响研究  

STUDY ON THE INFLUENCE OF REINFORCEMENT MATERIALS ON SLOPE STABILITY

作　　者：李怡文 汤伟 杨雁波 何云松 符小俊 徐杜彬 LI Yi-wen;TANG Wei;YANG Yan-bo;HE Yun-song;FU Xiao-jun;XU Du-bin(Yunnan Provincial Design Institute Group Co.,Ltd.,650228,Kunming,China)

机构地区：[1]云南省设计院集团有限公司,昆明650228

出　　处：《建筑技术》2025年第4期493-499,共7页Architecture Technology

摘　　要：依托云南省富源县万里扬场地高填方边坡工程,利用有限元软件midas GTS NX建立相应的三维加筋边坡模型,分别对加筋间距、长度、模量、位置4个加筋土治理方案内部因素对边坡的影响进行研究,将数值模拟结果与实际监测数据进行对比分析,验证模型的可靠性,并对加筋土技术在边坡支护治理工程的作用机理进行深入探索。Taking a high slope project in Wanliyangchang,Fuyuan County,Yunnan as an example,a 3D reinforced slope model was established with the finite element software midas GTS NX,and the influence of four internal factors(reinforcement spacing,length,modular and location)in the reinforcement scheme was studied separately.Numerical simulation results and actual monitoring data were compared and analyzed to verify the reliability of this model.In addition,the mechanism of reinforced soil in slope support treatment was explored in depth.

关 键 词：加筋土 高边坡 数值分析 结果对比 

分 类 号：TU74[建筑科学—建筑技术科学]