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基于软土常规物理参数的压缩模量预测研究 被引量:4

Prediction Study on Compression Modulus of Soft Soil Based on Conventional Physical Parameters
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摘要 为建立软土常规物理参数与压缩模量之间的模糊数学关系并对土体压缩模量进行预测,以27个钻孔中90件高质量淤泥及淤泥质土试样的土常规物理参数及压缩模量数据作为研究的数据源,基于MLP和RBF神经网络分别以tanh、sigmoid和标准径向基函数、一般径向基函数为激发函数建立不同的“软土物理参数-压缩模量”神经网络预测模型。结果显示,通过优选可以得到对于Es1-2预测值和Es2-4预测值的MRE分别在5%左右和11%以下、RMSE分别在6%左右和14%以下预测模型。结论表明,在一定误差的允许范围内,基于神经网络可以依靠软土的常规物理参数对压缩模量进行预测。 In order to build the fuzzy mathematical relationship between the conventional physical parameters and the compression modulus of soft soil and predict the compressive modulus of soil,90 pieces of high quality mud and silt soil samples in 27 holes'physical parameters and compression modulus data were provided to the research.Different neural network forecasting models of "soft soil physical parameters and compression modulus"were built which were based on MLP and RBF neural network respectively to tanh,sigmoid and standard radial basis function and radial basis function as the excitation function.The results showed that Es1-2 predicted value and the predicted value of Es2-4 in MRE were about 5% and 11%,and the RMSE prediction model was about 6% and 14% respectively.Therefore,in the range of allowable error,the neural network could rely on the conventional physical parameters of soft soil to predict the compression modulus.
作者 张鹤 Zhang He(China Railway Fifth Survey and Design Institute Group Co.Ltd.,Beijing 102600,China)
出处 《铁道建筑技术》 2019年第1期1-5,49,共6页 Railway Construction Technology
基金 中铁第五勘察设计院集团有限公司科研开发计划项目(Y2010008)
关键词 压缩模量 神经网络 多层感知器MLP 径向基函数RBF compression modulus neural network multilayer perceptron radial basis function
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  • 1刘松玉,吴燕开.论我国静力触探技术 (CPT)现状与发展[J].岩土工程学报,2004,26(4):553-556. 被引量:144
  • 2郭斌.复杂地基沉降计算方法探讨[J].铁道建筑技术,2004(4):50-52. 被引量:4
  • 3谢君斐.关于修改抗震规范砂土液化判别式的几点意见[J].地震工程与工程振动,1984,4(2):95-126.
  • 4益德清.深基坑支护工程实例[M].北京:中国建筑工业出版社,1996..
  • 5柳林,杨竹青,MATLAB6.5辅助神经网络分析与设计[M].北京:电子工业出版社,2004.
  • 6Jinglong, et al. Comparison of long-term forecasting June-August rainfall over Cangjiang-Huaihe vallay[J].Advance in Atmospheric Science(大气科学进展英文版), 1997, 14(1) : 87--92.
  • 7唐山地震砂土液化联合研究小组.唐山地震砂土液化现场勘察资料研究报告[R].北京:北京市勘察处,1983,2.26-41.
  • 8郭晶.Matlab6.5辅助神经网络分析与设计[M].北京:电子工业出版社,2003.1..
  • 9YOUD T L,IDRISS I M,et al.Liquefaction resistance of soils:Summary report from the 1996 NCEER and 1998NCEER/NSF Workshops on evaluation of liquefaction resistance of soils[J].Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2001,127(10):297 -313.
  • 10JUANG C H,CHEN J,TAO J,ANDRUS,R D.Risk based liquefaction potential evaluation using standard penetration tests[J].Canada Geotechnique,2000,37(6):1195-1208.

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