加筋土挡墙侧向变形分析  

Analysis on Lateral Deformation of Reinforced Earth Retaining Wall

作　　者：杨明[1] 汪敏[1] 吴德伦[1] 李宇鹏[1] 

机构地区：[1]重庆大学建筑工程学院,重庆400045

出　　处：《工程勘察》2001年第1期9-11,16,共4页Geotechnical Investigation & Surveying

摘　　要：以加筋土挡墙楔体破坏模式为基础 ,将墙面板等效为弹性地基梁 ,提出了加筋土挡墙变形分析的力学模型 ,进而研究了变形的影响参数。A mechanical model for deformation analysis of reinforced earth retaining wall by treating the face panel of wall as elastic ground beam is proposed herein.The influential parameters of deformation are studied.The observed data indicate the precision of prediction of the said model is rather high.

关 键 词：加筋土 侧向变形 弹性地基梁 挡土墙 

分 类 号：TU476.4[建筑科学—结构工程]