Skip to main content
Erschienen in: Innovative Infrastructure Solutions 3/2020

01.12.2020 | Technical paper

Contribution of two artificial intelligence techniques in predicting the secondary compression index of fine-grained soils

verfasst von: Mohammed el Amin Bourouis, Abdeldjalil Zadjaoui, Abdelkader Djedid

Erschienen in: Innovative Infrastructure Solutions | Ausgabe 3/2020

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

Fine soils have the particularity of producing very slow settlement over time, particularly secondary settlement, also known as creep. The coefficient Cα that characterizes the creep phenomenon seems difficult to evaluate in the laboratory and in situ. Two approaches are proposed in this article for a better and faster prediction of that coefficient. The first approach is based on machine learning using multi-gene genetic programming, and the second one uses hybridization of particle swarm optimization algorithms and artificial neural networks. A regression analysis allowed identifying the determinant parameters to be used in the calculations. A database from several sites, and containing 203 samples, was utilized. The findings showed that a good agreement exists between the predicted and measured values. This also indicates that these two techniques can be quite interesting for engineers when they have to design works on compressible soils.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
4.
Zurück zum Zitat Bourouis MA, Zadjaoui A, Djedid A (2018) Neuro-genetic approach for estimating the compression index. J Mater Eng Struct 5(3):305–315 Bourouis MA, Zadjaoui A, Djedid A (2018) Neuro-genetic approach for estimating the compression index. J Mater Eng Struct 5(3):305–315
6.
Zurück zum Zitat Buisman ASK (1936) Results of long duration settlement test. In: Proceeding of the 1st international conference on soil mechanics and foundation engineering, Harvard University, pp 103–107 Buisman ASK (1936) Results of long duration settlement test. In: Proceeding of the 1st international conference on soil mechanics and foundation engineering, Harvard University, pp 103–107
8.
Zurück zum Zitat Djedid A, Bekkouche A, Mamoune SMA (2001) Identification and prediction of the swelling behavior of some soils from the Tlemcen region of Algeria. Bull Lab Ponts Chaussées 233:67–76 Djedid A, Bekkouche A, Mamoune SMA (2001) Identification and prediction of the swelling behavior of some soils from the Tlemcen region of Algeria. Bull Lab Ponts Chaussées 233:67–76
9.
Zurück zum Zitat Fabre G (2005) Fluage et endommagement des roches argileuses: évolution de la microstructure et modélisation phénoménologique, Dissertation, University Joseph Fourier, Grenoble Fabre G (2005) Fluage et endommagement des roches argileuses: évolution de la microstructure et modélisation phénoménologique, Dissertation, University Joseph Fourier, Grenoble
14.
Zurück zum Zitat Heppner F, Grenander U (1990) A stochastic nonlinear model for coordinated bird flocks. In: Krasner S (ed) The ubiquity of chaos, American Association for the Advancement of Science Publication, pp 233–238 Heppner F, Grenander U (1990) A stochastic nonlinear model for coordinated bird flocks. In: Krasner S (ed) The ubiquity of chaos, American Association for the Advancement of Science Publication, pp 233–238
16.
Zurück zum Zitat Husein M (2001) Etude du comportement différé des sols et ouvrages géotechniques. Dissertation, University Joseph Fourier, Grenoble Husein M (2001) Etude du comportement différé des sols et ouvrages géotechniques. Dissertation, University Joseph Fourier, Grenoble
21.
Zurück zum Zitat Kobashigawa J, Hyoung-sun Y, Iskander M, Zhengqing Y (2009) Comparative study of genetic programming vs. neural networks for the classification of buried objects, IEEE Antennas and Propagation Society International Symposium, Charleston, USA, pp 1–4. https://doi.org/10.1109/APS.2009.5172386 Kobashigawa J, Hyoung-sun Y, Iskander M, Zhengqing Y (2009) Comparative study of genetic programming vs. neural networks for the classification of buried objects, IEEE Antennas and Propagation Society International Symposium, Charleston, USA, pp 1–4. https://​doi.​org/​10.​1109/​APS.​2009.​5172386
22.
Zurück zum Zitat Koza JR (1992) Genetic programming: on the programming of computers by means of natural selection. MIT Press, New York Koza JR (1992) Genetic programming: on the programming of computers by means of natural selection. MIT Press, New York
24.
Zurück zum Zitat Magnan JP, Bertania G, Khemissa M, ReiffStec P (2001) A Propos des indices de fluage déterminés à l’oedomètre. In: Proceedings of 15th international conference on soil mechanics and foundation engineering, Istanbul, Balkema, pp 203–206 Magnan JP, Bertania G, Khemissa M, ReiffStec P (2001) A Propos des indices de fluage déterminés à l’oedomètre. In: Proceedings of 15th international conference on soil mechanics and foundation engineering, Istanbul, Balkema, pp 203–206
25.
Zurück zum Zitat Mesri G, Godlewski PM (1977) Time and stress compressibility inter relationship. J Geotech Eng Div ASCE 103(5):417–430 Mesri G, Godlewski PM (1977) Time and stress compressibility inter relationship. J Geotech Eng Div ASCE 103(5):417–430
33.
Zurück zum Zitat Smith GN (1986) Probability and statistics in civil engineering: an introduction. Nichols Pub Co., New York Smith GN (1986) Probability and statistics in civil engineering: an introduction. Nichols Pub Co., New York
34.
Zurück zum Zitat Thompson JB, Palmer LA (1951) Report of consolidation tests with peat. In: Symposium on consolidation testing of soil ASTM, special technical publication, vol 126, pp 4–8. https://doi.org/10.1520/STP48292S Thompson JB, Palmer LA (1951) Report of consolidation tests with peat. In: Symposium on consolidation testing of soil ASTM, special technical publication, vol 126, pp 4–8. https://​doi.​org/​10.​1520/​STP48292S
35.
Zurück zum Zitat Tsukada Y, Yasuhara K (1995) Scale effects in one-dimensional consolidation of clay. In: Proceedings of symposium on compression and consolidation of clayey soils, Hiroshima, pp 211–216 Tsukada Y, Yasuhara K (1995) Scale effects in one-dimensional consolidation of clay. In: Proceedings of symposium on compression and consolidation of clayey soils, Hiroshima, pp 211–216
Metadaten
Titel
Contribution of two artificial intelligence techniques in predicting the secondary compression index of fine-grained soils
verfasst von
Mohammed el Amin Bourouis
Abdeldjalil Zadjaoui
Abdelkader Djedid
Publikationsdatum
01.12.2020
Verlag
Springer International Publishing
Erschienen in
Innovative Infrastructure Solutions / Ausgabe 3/2020
Print ISSN: 2364-4176
Elektronische ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-020-00348-1

Weitere Artikel der Ausgabe 3/2020

Innovative Infrastructure Solutions 3/2020 Zur Ausgabe