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基于BP人工神经网络的公路软土地基沉降预测
引用本文:张德刚,翟娟.基于BP人工神经网络的公路软土地基沉降预测[J].水运科技信息,2010(3):75-77.
作者姓名:张德刚  翟娟
作者单位:[1]中交一公局桥隧工程有限公司,高碑店074000 [2]湖北交通职业技术学院,武汉430079
摘    要:采用BP人工神经网络,利用杭瑞高速公路软土地基实测沉降数据直接建模,进行了软土地基最终沉降量的预测,将预测结果与曲线拟合法中的双曲线法、指数曲线法、三点法的预测结果进行了对比分析。证明神经网络法能避免传统方法计算过程中各种人为因素的干扰,计算精度高,泛化性强,简便易行。

关 键 词:软土路基  沉降预测  人工神经网络

Settlement Prodiction of Soft-clay Ground Based on Artificial Neural Network
Zhang Degang,Zhai Juan.Settlement Prodiction of Soft-clay Ground Based on Artificial Neural Network[J].Transportation Science & Technology,2010(3):75-77.
Authors:Zhang Degang  Zhai Juan
Institution:1.Bridge & Tunnel Engineering Co.,Ltd. of CCCC First Highway Engineering Co.,Ltd.,Gaobeidian 074000,China; 2.Hubei Communication Technical College,Wuhan 430079,China)
Abstract:The paper established the model directly based on measured data of freeway,and predicted settlement of soft-clay ground,with the artificial networks (ANN). A perfect effectiveness is obtained through comparing and analyzing the result by some methods of curve fitting method such as hyperbolic method,exponential method,and three-point method. It proved that the neural network method can avoid the mistake due to human factor in traditional methods and can simulate engineering precisely,widely and easily.
Keywords:soft-clay ground  settlement forecast  artificial neural network
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