摘要
分析了作用在挡土结构上的土压力产生的机理,指出土压力应分为两部分:一部分产生于开挖卸载,另一部分产生于挡土结构位移.提出了一种考虑挡土结构与土体共同作用的分段弹性地基梁分析方法.
In this paper, the mechanism of soil pressure on resisting structure is analyzed. It is pointed out that the soil pressure should be divided into two parts, one part caused by excavating and unloading, the other caused by displacement of resisting structure. The elastic ground beam subsection-method with interaction between soil and structure for resisting structure analysis is developed.
出处
《河南大学学报(自然科学版)》
CAS
2003年第3期75-78,共4页
Journal of Henan University:Natural Science
基金
河南省科技厅科技攻关项目(0324240019)
关键词
挡土结构
土压力
变形
共同作用
基床系数
resisting structure, soil pressure, deformation, interaction, base coefficient