摘要
结合某加油站挡土墙设计提出了一种在软弱地基上土-砌体组合挡土墙的设计方法,给出了相应的计算模型及构造措施,对其适用条件及优越性能进行了概述,并运用实际工程取得了良好效果。
Based on the engineering design of a some filling station,the design method of a soil-masonry combined retaining wall which is built on the soft ground is proposed,the corresponding calculation model and structural measures are also presented.The ap- plication conditions and advantages of this kind of retaining wall are discussed.Good effects are obtained in practical engineerings.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2002年第S1期165-168,共4页
Rock and Soil Mechanics
关键词
挡土墙
软弱地基
计算模型
构造措施
retaining wall
soft ground
calculation model
structural measure
