摘要
基于弹性薄板有限元理论，本文较全面地分析了刚性路面设计中两种地基模型刚度指标的关系，得到了一系列Ｅ＿ｓ－Ｋ换算关系式，对两种地基模型的合理性进行了综合评述，利用Ｅ＿ｓ－Ｋ关系式和已有的试验验证资料，提出了采用Ｅ地基时确定几种临界荷位情况下地基计算回弹模量的实用公式。
In this paper,the relationships of rigidity indexes of two foundation mod-els under rigid pavements are studied based on the finite element analysis of slabs on e-lastic foundation , and a set of E_s-K conversion formulas are presented. The practica-bleness of two foundation models is commented. The practcalformulas used to deter-mine the revised modulus of resilience of foundation on variouscritical loading positionsare developed on the basis of existing experimental results
出处
《湖南大学学报（自然科学版）》
EI
CAS
CSCD
1995年第2期116-122,共7页
Journal of Hunan University:Natural Sciences
关键词
刚性路面
弹性半空间体
有限元
路基模型
刚度
finite element method,rigid pavement,winkler foundation,elastic half-space solid foundation,equivalent conversion
