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.
出处
《工程勘察》
CSCD
北大核心
2001年第1期9-11,16,共4页
Geotechnical Investigation & Surveying
关键词
加筋土
侧向变形
弹性地基梁
挡土墙
reinforced earth retaining wall
lateral deformation
elastic ground beam
