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利用BP神经网络反算土基回弹模量研究 被引量:1
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作者 杨国良 张肖宁 王端宜 《中南公路工程》 2007年第1期44-46,50,共4页
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 deflectometer)
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System Identification Method for Evaluating the Effect of Thickness Error on Backcalculated Pavement Layer Moduli 被引量:1
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作者 ZHONG Yan-hui WANG Fu-ming ZHANG Bei CAI Ying-chun 《上海交通大学学报》 EI CAS CSCD 北大核心 2004年第z2期182-187,共6页
Based on system identification theory and FWD testing data, the effect of thickness error on backcalculating pavement layer moduli is studied and the method of singular value decomposition (SVD) is presented to solve ... Based on system identification theory and FWD testing data, the effect of thickness error on backcalculating pavement layer moduli is studied and the method of singular value decomposition (SVD) is presented to solve the morbidity problem of sensitivity matrix in this paper.The results show that the thickness error has great effects on the backcalculated pavement layer moduli. The error of backcalculated moduli can be controlled within the range of ±15% by limiting the thickness error within the range of ±5%. 展开更多
关键词 system identification SINGULAR value decomposition (SVD) backcalculation PAVEMENT FALLING weight deflectometer (FWD) MODULI thickness
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Structural Evaluation for Maputo Airport Pavement
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作者 Jose F. R. Diogo 卢阳 张华 《Journal of Southwest Jiaotong University(English Edition)》 2007年第2期126-131,共6页
Maputo Airport was initially constructed to serve mixed traffic of light and medium aircrafts. With its opening to heavier aircrafts such as B727, DC10, Airbus 340, etc. , structural improvements have become necessary... Maputo Airport was initially constructed to serve mixed traffic of light and medium aircrafts. With its opening to heavier aircrafts such as B727, DC10, Airbus 340, etc. , structural improvements have become necessary. For this purpose, structural evaluation were described and performed using falling weight deflectometer. Results show that while subgrade response to loads appears more consistent with depth, surface layer of the pavement is significantly influenced by the layer thickness as well as mechanical properties of pavement materials. Load magnitude also affects pavement performance. But loading conditions show an equivalent or even greater influence on pavement performance. 展开更多
关键词 Airport pavement Structural evaluation Falling weight deflectometer Non-destructive test
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