Estimation of Clay Compaction Parameters by Machine Learning Techniques

The paper presents an application of three methods: regression analysis, artificial neural networks (ANNs) and support vector machines (SVMs), for the estimation of the compaction parameters: maximum dry density (MDD) and optimum moisture content (OMC) from index properties of the soils: liquid limit (LL), plastic limit (LP), plasticity index (PI), grain-size distribution and specific gravity (Gs). The data collected in the course of laboratory testing was used for the estimation of soil compaction parameters. The samples belong to various clay types, and were obtained from cores from four earth-fill dams: Rovni, Selova, Prvonek and Barje, located in Serbia and served as control samples during soil compaction. The developed models can be used to estimate the compaction parameters: (i) in the preliminary stages of the project development, and (ii) in the course of the preliminary assessment of the suitability of a material from borrow pits for use in earth-fill structures. This analysis also shows the comparison between the three methods in terms of applicability and goodness of fit.

  • Supplemental Notes:
    • This paper was sponsored by TRB committee AFS20 Standing Committee on Geotechnical Instrumentation and Modeling.
  • Corporate Authors:

    Transportation Research Board

    500 Fifth Street, NW
    Washington, DC  United States  20001
  • Authors:
    • Djokovic, Ksenija
    • Cirilovic, Jelena
    • Caki, Laslo
    • Susic, Nenad
  • Conference:
  • Date: 2017

Language

  • English

Media Info

  • Media Type: Digital/other
  • Features: Figures; References; Tables;
  • Pagination: 13p
  • Monograph Title: TRB 96th Annual Meeting Compendium of Papers

Subject/Index Terms

Filing Info

  • Accession Number: 01628129
  • Record Type: Publication
  • Report/Paper Numbers: 17-02100
  • Files: TRIS, TRB, ATRI
  • Created Date: Mar 7 2017 10:25AM