摘要
论证惰性点的存在性和唯一性 ,分析惰性点的特性。分析结果表明 ,路面弯沉盆上的惰性点不仅是存在的 ,而且是唯一的。根据大量的计算结果 。
The backanalysis of pavement structure based on the measured pavement deflection basin has become a major method for nondestructive evaluation of pavement structure. In general, commonly used backcalculation process has no unique solution, therefore greater errors exist in the backcalculated results. Through analyzing the pavement deflection basin, the authors found that there was a point on the pavement deflection, which is insensitive to the change of upper layer modulus, this point has been called as inertial point (IP). The analysis results in this paper testify the existance and uniqueness. Based on the analysis results, the relationships among IP position IP deflection, and pavement structure parameters, have been given.
出处
《公路交通科技》
EI
CAS
CSCD
北大核心
2001年第3期1-5,共5页
Journal of Highway and Transportation Research and Development
基金
国家自然科学基金资助项目! (597780 4 9)
国家教委跨世纪人才计划资助项目
关键词
路面分析
模量反算
结构反分析
公路
路面弯沉盆
惰性点
Pavement
Pavement analysis
Backcalculation
Modulus backcalculation
Pavement backanalysis