摘要
水泥土挡墙的空间作用对挡土墙的变形和位移有着重要的影响，不能忽略。本文提出一种考虑挡墙空间作用的修正竖直弹性地基染有限元法。用于计算水泥土挡墙的变形和位移。算例表明，该法是有效而实用的。
Spatial effect of cement-stabilized soil retaining wall has significant influence on the deformation and displacement of retaining wall, which should not be neglected. Modified finite element method for beam on elastic foundation with the consideration of spatial effect of cement-stabilized Soil wall, which is to be used in the calculation of deformation and displacement of the retaining Wall, is proposed herein.Verified by numerical examples, this method iS effective and practical.
出处
《工程勘察》
CSCD
北大核心
1997年第1期1-5,共5页
Geotechnical Investigation & Surveying
关键词
水泥土挡墙
空间作用
变形
位移
cement-stabilized soil retaining wall spatial effect deformation displacement
