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基于承载板试验的粒料层非线性弹性参数反算方法
引用本文:周志刚,张军,敖洪涛.基于承载板试验的粒料层非线性弹性参数反算方法[J].长沙理工大学学报(自然科学版),2013(3):6-12.
作者姓名:周志刚  张军  敖洪涛
作者单位:长沙理工大学道路结构与材料交通行业重点实验室,湖南长沙410004
基金项目:基金项目:国家自然科学基金资助项目(50778027);广西交通科技计划项目(桂交综合发[2010]109号)
摘    要:提出了一种基于现场承载板试验的粒料层非线性弹性参数的反算方法,即根据路面粒料层表面上承载板试验时逐级加载测试的弯沉,应用非线弹性有限元方法和改进的非线性最小二乘法反算粒料层的非线性弹性模型参数,并针对反算过程中的缺陷提出了修正方法.在此基础上研制了粒料层非线性弹性参数反算软件,并将粒料层非线性计算的理论弯沉与现场承载板试验的实测弯沉进行对比,论证了所提反算方法的合理可行性.

关 键 词:粒料层  回弹模量  非线性弹性模型  承载板试验  反算  非线性最小二乘法  非线性有限元

Back-calculation method of nonlinear elastical parameters of granular layer based on the bearing-plate test
ZHOU Zhi-gang,ZHANG Jun,AO Hong-tao.Back-calculation method of nonlinear elastical parameters of granular layer based on the bearing-plate test[J].Journal of Changsha University of Science and Technology:Natural Science,2013(3):6-12.
Authors:ZHOU Zhi-gang  ZHANG Jun  AO Hong-tao
Affiliation:(Key Laboratory of Road Structure and Material,Ministry of Communications, PRC, Changsha University of Science and Technology, Changsha 410004,China)
Abstract:A back calculation method of nonlinear elastical parameters of granular layer is proposed based on the bearing-plate test. Based on the deflection obtained with progressive- ly loading during bearing plate test, we use nonlinear finite element method and the im- proved nonlinear least squares method to back calculate nonlinear elastical model parameters of granular layer,and propose a correction method for the defect of back-calculation. On this basis we develop a software to back calculate the nonlinear elastical parameters of granular layer. At the same time,comparing deflection of the granular layer calculaed by nonlinear theory with the measured deflection on the bearing-plate test, we demonstrate reasonable feasibility of the back-calculation method.
Keywords:granular layer  the modulus of resilience  nonlinear elastical model  the bear-ing-plate test  back calculation  nonlinear least squares method  nonlinear FEM
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