• DocumentCode
    536337
  • Title

    A BP neural network model for SWCC considering consolidation stress

  • Author

    Dongfang, Tian ; Shimei, Wang ; Shirong, Xiao

  • Author_Institution
    Hydraulic & Environ. Eng. Coll., China Three Gorges Univ., Yichang, China
  • Volume
    1
  • fYear
    2010
  • fDate
    29-31 Oct. 2010
  • Firstpage
    53
  • Lastpage
    55
  • Abstract
    Soil-Water Characteristic Curve (SWCC) plays an important role in theoretical research and practical application. At present, SWCC can be obtained from experiments. The experimental results are inconvenient for practical application. Some models are presented to fit experimental results, such as Gardner model, V-G model, etc. Recent experimental results show that besides water content, the consolidation stress has influence on SWCC either, while most of the models did not consider this factor. In this paper, based on the experimental results of SWCC under different consolidation stresses, a BP neural network model for SWCC considering consolidation stress is created. The input layer of BP model contains 2 neurons, namely soil suction and consolidation stress; output layer includes 1 neurons, namely mass soil water content. And there are two layers in middle layer, one layer contains 6 neuroses and another layer contains 13 neuroses. Compared with previous research and experimental results, the BP model presented in this paper shows higher accuracy and more convenience.
  • Keywords
    backpropagation; geophysics computing; neural nets; soil; stratigraphy; BP neural network; Gardner model; SWCC; V-G model; consolidation stress neurons; mass soil water content neurons; neuroses; soil suction neurons; soil-water characteristic curve; Artificial neural networks; BP neural network; SWCC; unsaturated soils;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Intelligent Computing and Intelligent Systems (ICIS), 2010 IEEE International Conference on
  • Conference_Location
    Xiamen
  • Print_ISBN
    978-1-4244-6582-8
  • Type

    conf

  • DOI
    10.1109/ICICISYS.2010.5658723
  • Filename
    5658723