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Application of functional-link neural network in evaluation of sublayer suspension based on FWD test 被引量:7
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作者 陈瑜 张起森 《Journal of Central South University of Technology》 2004年第2期225-228,共4页
Several methods for evaluating the sublayer suspension beneath old pavement with falling weight deflectormeter(FWD), were summarized and the respective advantages and disadvantages were analyzed. Based on these method... Several methods for evaluating the sublayer suspension beneath old pavement with falling weight deflectormeter(FWD), were summarized and the respective advantages and disadvantages were analyzed. Based on these methods, the evaluation principles were improved and a new type of the neural network, functional-link neural network was proposed to evaluate the sublayer suspension with FWD test results. The concept of function link, learning method of functional-link neural network and the establishment process of neural network model were studied in detail. Based on the old pavement over-repairing engineering of Kaiping section, Guangdong Province in G325 National Highway, the application of functional-link neural network in evaluation of sublayer suspension beneath old pavement based on FWD test data on the spot was investigated. When learning rate is 0.1 and training cycles are 405, the functional-link network error is less than 0.000 1, while the optimum chosen 4-8-1 BP needs over 10 000 training cycles to reach the same accuracy with less precise evaluation results. Therefore, in contrast to common BP neural network,the functional-link neural network adopts single layer structure to learn and calculate, which simplifies the network, accelerates the convergence speed and improves the accuracy. Moreover the trained functional-link neural network can be (adopted) to directly evaluate the sublayer suspension based on FWD test data on the site. Engineering practice indicates that the functional-link neural model gains very excellent results and effectively guides the pavement over-repairing construction. 展开更多
关键词 亚表层悬浮液 估计 误差 神经网络 功能链接
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确定平面应变条件下无粘性土中主应力的一个经验公式 被引量:10
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作者 史宏彦 LIU Bao-jian 《西安公路交通大学学报》 EI CAS CSCD 北大核心 2001年第1期19-22,共4页
基于试验结果,提出了一个确定平面应变条件下无粘性 土中主应力σ2的经验公式。利用该式可以简便地确定出荷载作用过程中中主应力的 变化,算例及试验结果表明具有重要的实用意义。
关键词 平面应变 无粘性土 中主应力 经验公式 强度 变形
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