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利用BP神经网络反算土基回弹模量研究
引用本文:杨国良,张肖宁,王端宜.利用BP神经网络反算土基回弹模量研究[J].中南公路工程,2007,32(1):44-46,50.
作者姓名:杨国良  张肖宁  王端宜
作者单位:华南理工大学交通学院 广东广州510640
摘    要:根据三层BP神经网络和层状弹性理论体系,结合FWD研究土基回弹模量的反算。通过利用反算的土基回弹模量,比较了理论和实测土基顶面的弯沉值,从而发现所建立的神经模型有很好的识别能力和泛化能力,其模型可作为评价土基回弹模量的有效途径。

关 键 词:土基回弹模量  BP神经网络  模量反算  层状弹性体系  落锤式弯沉仪(Falling  Weight  Deflectome-ter)
文章编号:1002-1205(2007)01-0044-03
修稿时间:2005-12-06

Study. of Artificial-Neural-Network-Based Backcalculation of Subgrade Resilient Moduli
YANG Guoliang, ZHANG Xiaoning, WANG Duanyi.Study. of Artificial-Neural-Network-Based Backcalculation of Subgrade Resilient Moduli[J].Central South Highway Engineering,2007,32(1):44-46,50.
Authors:YANG Guoliang  ZHANG Xiaoning  WANG Duanyi
Institution:School of Traffic and Communications, South China University of Technology, Guangzhou, Guangdong 510640, China
Abstract:The backcalculation of subgrade resilient moduli is researched with Falling Weight Deflectometer according to 3-layed BP artificial neural network and layered elastic system.According to make use of backcalculated subgrade resilient moduli,theoretical and measured top surface deflections are compared.The results show the ability of re-recognition and generation of the designed network is good,and can be used as an effective approach to estimate subgrade resilient moduli.
Keywords:subgrade resilient moduli  BP artificial neural network  moduli backcalculation  layered elastic system  Falling Weight Deflectometer
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