مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Verion

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

video

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

sound

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Version

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View:

696
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

0
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

Information Journal Paper

Title

RIPRAP DESIGN FOR BRIDGE PIERS USING NONPARAMETRIC MODELS

Author(s)

ZAHIRI J. | Issue Writer Certificate 

Pages

  187-199

Abstract

 In this study, BRIDGE PIER RIPRAP sizing has been derived using new data mining techniques. Classification and regression tree (CART) and multivariate adaptive regression splines (MARS) were used to design a stable RIPRAP size around BRIDGE PIERs. The dimensionless parameters of pier shape factor (Ks), Froude number (Fr), pier width to flow depth ratio (b/y), specific gravity (1-Sg), RIPRAP layers (n) and placement of RIPRAP mattress to original sediment bed level (1-d/y) as input data and the RIPRAP diameter to flow depth ratio (DR/y) as output one, were employed for training and testing the models. The applied models had similar performances in the training phase, while the results of testing phase showed better performance for the CART MODEL. Some of the RIPRAP stability equations and statistical criteria were used to investigate the performance of the applied models. The statistical analysis showed that the CART MODEL had a better performance than the other equations, so that its sum of squares error value reduced to one-third, with respect to the Hec- 18 equation. In addition, the accuracy of the CART MODEL was 88% which was 15% more than that of the Hec-18 equation. SENSITIVITY ANALYSIS on the CART MODEL indicated that the Froude number and pier width to flow depth ratio had the highest effects on RIPRAP stability.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    ZAHIRI, J.. (2015). RIPRAP DESIGN FOR BRIDGE PIERS USING NONPARAMETRIC MODELS. WATER AND SOIL SCIENCE (AGRICULTURAL SCIENCE), 25(4/2), 187-199. SID. https://sid.ir/paper/147851/en

    Vancouver: Copy

    ZAHIRI J.. RIPRAP DESIGN FOR BRIDGE PIERS USING NONPARAMETRIC MODELS. WATER AND SOIL SCIENCE (AGRICULTURAL SCIENCE)[Internet]. 2015;25(4/2):187-199. Available from: https://sid.ir/paper/147851/en

    IEEE: Copy

    J. ZAHIRI, “RIPRAP DESIGN FOR BRIDGE PIERS USING NONPARAMETRIC MODELS,” WATER AND SOIL SCIENCE (AGRICULTURAL SCIENCE), vol. 25, no. 4/2, pp. 187–199, 2015, [Online]. Available: https://sid.ir/paper/147851/en

    Related Journal Papers

    Related Seminar Papers

  • No record.
  • Related Plans

  • No record.
  • Recommended Workshops






    Move to top
    telegram sharing button
    whatsapp sharing button
    linkedin sharing button
    twitter sharing button
    email sharing button
    email sharing button
    email sharing button
    sharethis sharing button