Skip to main content
Erschienen in: Neural Computing and Applications 4/2019

07.07.2017 | Original Article

Predicting groutability of granular soils using adaptive neuro-fuzzy inference system

verfasst von: Erhan Tekin, Sami Oguzhan Akbas

Erschienen in: Neural Computing and Applications | Ausgabe 4/2019

Einloggen

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

search-config
loading …

Abstract

In this paper, the applicability of adaptive neuro-fuzzy inference system (ANFIS) for the prediction of groutability of granular soils with cement-based grouts is investigated. A database of 117 grouting case records with relevant geotechnical information was used to develop the ANFIS model. The proposed model uses the water–cement ratio of the grout, the relative density and fines content of the soil, the grouting pressure, and the ratio between the particle size of the soil corresponding to 15% finer and that of grout corresponding to 85% finer as input parameters. The accuracy of the proposed ANFIS model in terms of the corresponding coefficient of correlation (R) and root mean square error (RMSE) values is found to be quite satisfactory. Furthermore, a comparative analysis with existing groutability prediction methods indicates that the ANFIS model demonstrates superior performance.

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

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!

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+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!

Anhänge
Nur mit Berechtigung zugänglich
Literatur
1.
Zurück zum Zitat Eklund D, Stille H (2008) Penetrability due to filtration tendency of cement-based grouts. Tunn Undergr Space Technol 23:389–398CrossRef Eklund D, Stille H (2008) Penetrability due to filtration tendency of cement-based grouts. Tunn Undergr Space Technol 23:389–398CrossRef
2.
Zurück zum Zitat Kim J-S, Lee I-M, Jang J-H, Choi H (2009) Groutability of cement-based grout with consideration of viscosity and filtration phenomenon. Int J Numer Anal Methods Geomech 33:1771–1797CrossRefMATH Kim J-S, Lee I-M, Jang J-H, Choi H (2009) Groutability of cement-based grout with consideration of viscosity and filtration phenomenon. Int J Numer Anal Methods Geomech 33:1771–1797CrossRefMATH
3.
Zurück zum Zitat Sonebi M, Bassuoni MT, Kwasny J, Amanuddin AK (2014) Effect of nanosilica on rheology, fresh properties, and strength of cement-based grouts. J Mater Civ Eng 27:4014145CrossRef Sonebi M, Bassuoni MT, Kwasny J, Amanuddin AK (2014) Effect of nanosilica on rheology, fresh properties, and strength of cement-based grouts. J Mater Civ Eng 27:4014145CrossRef
4.
Zurück zum Zitat Akbulut S, Saglamer A (2002) Estimating the groutability of granular soils: a new approach. Tunn Undergr Space Technol 17:371–380CrossRef Akbulut S, Saglamer A (2002) Estimating the groutability of granular soils: a new approach. Tunn Undergr Space Technol 17:371–380CrossRef
5.
Zurück zum Zitat Schwarz LG (1997) Roles of rheology and chemical filtration on injectability of microfine cement grouts. Northwestern University, Evanston Schwarz LG (1997) Roles of rheology and chemical filtration on injectability of microfine cement grouts. Northwestern University, Evanston
6.
Zurück zum Zitat Liao K-W, Fan J-C, Huang C-L (2011) An artificial neural network for groutability prediction of permeation grouting with microfine cement grouts. Comput Geotech 38:978–986CrossRef Liao K-W, Fan J-C, Huang C-L (2011) An artificial neural network for groutability prediction of permeation grouting with microfine cement grouts. Comput Geotech 38:978–986CrossRef
7.
Zurück zum Zitat Ozgurel HG, Vipulanandan C (2005) Effect of grain size and distribution on permeability and mechanical behavior of acrylamide grouted sand. J Geotech Geoenviron Eng 131:1457–1465CrossRef Ozgurel HG, Vipulanandan C (2005) Effect of grain size and distribution on permeability and mechanical behavior of acrylamide grouted sand. J Geotech Geoenviron Eng 131:1457–1465CrossRef
8.
Zurück zum Zitat Burwell EB (1958) Cement and clay grouting of foundations: practice of the corps of engineers. J Soil Mech Found Div 84:1–22 Burwell EB (1958) Cement and clay grouting of foundations: practice of the corps of engineers. J Soil Mech Found Div 84:1–22
9.
Zurück zum Zitat De Beer EE (1949) Grondmechanica. Deel II, Funderingen N. V. Standaard Boekhandel, Antwerp, pp 41–51 De Beer EE (1949) Grondmechanica. Deel II, Funderingen N. V. Standaard Boekhandel, Antwerp, pp 41–51
10.
Zurück zum Zitat Incecik M, Ceren I (1995) Cement grouting model tests. Istanb Tech Univ Bull 48:305–318 Incecik M, Ceren I (1995) Cement grouting model tests. Istanb Tech Univ Bull 48:305–318
11.
Zurück zum Zitat Mitchell JK (1981) State of the art–soil improvement. In: Proceedings of 10th ICSMFE, pp 509–565 Mitchell JK (1981) State of the art–soil improvement. In: Proceedings of 10th ICSMFE, pp 509–565
12.
Zurück zum Zitat Tekin E, Akbas SO (2011) Artificial neural networks approach for estimating the groutability of granular soils with cement-based grouts. Bull Eng Geol Environ 70:153–161CrossRef Tekin E, Akbas SO (2011) Artificial neural networks approach for estimating the groutability of granular soils with cement-based grouts. Bull Eng Geol Environ 70:153–161CrossRef
13.
Zurück zum Zitat Cheng M-Y, Hoang N-D (2014) Groutability prediction of microfine cement based soil improvement using evolutionary LS-SVM inference model. J Civ Eng Manage 20:839–848CrossRef Cheng M-Y, Hoang N-D (2014) Groutability prediction of microfine cement based soil improvement using evolutionary LS-SVM inference model. J Civ Eng Manage 20:839–848CrossRef
14.
Zurück zum Zitat Jang J-S (1993) ANFIS: adaptive-network-based fuzzy inference system. IEEE Trans Syst Man Cybern 23:665–685CrossRef Jang J-S (1993) ANFIS: adaptive-network-based fuzzy inference system. IEEE Trans Syst Man Cybern 23:665–685CrossRef
15.
Zurück zum Zitat Cabalar AF, Cevik A, Gokceoglu C (2012) Some applications of adaptive neuro-fuzzy inference system (ANFIS) in geotechnical engineering. Comput Geotech 40:14–33CrossRef Cabalar AF, Cevik A, Gokceoglu C (2012) Some applications of adaptive neuro-fuzzy inference system (ANFIS) in geotechnical engineering. Comput Geotech 40:14–33CrossRef
16.
Zurück zum Zitat Provenzano P, Ferlisi S, Musso A (2004) Interpretation of a model footing response through an adaptive neural fuzzy inference system. Comput Geotech 31:251–266CrossRef Provenzano P, Ferlisi S, Musso A (2004) Interpretation of a model footing response through an adaptive neural fuzzy inference system. Comput Geotech 31:251–266CrossRef
17.
Zurück zum Zitat Gokceoglu C, Yesilnacar E, Sonmez H, Kayabasi A (2004) A neuro-fuzzy model for modulus of deformation of jointed rock masses. Comput Geotech 31:375–383CrossRef Gokceoglu C, Yesilnacar E, Sonmez H, Kayabasi A (2004) A neuro-fuzzy model for modulus of deformation of jointed rock masses. Comput Geotech 31:375–383CrossRef
18.
Zurück zum Zitat Kayadelen C, Günaydın O, Fener M et al (2009) Modeling of the angle of shearing resistance of soils using soft computing systems. Expert Syst Appl 36:11814–11826CrossRef Kayadelen C, Günaydın O, Fener M et al (2009) Modeling of the angle of shearing resistance of soils using soft computing systems. Expert Syst Appl 36:11814–11826CrossRef
19.
Zurück zum Zitat Luis Rangel J, Iturrarán-Viveros U, Gustavo Ayala A, Cervantes F (2005) Tunnel stability analysis during construction using a neuro-fuzzy system. Int J Numer Anal Methods Geomech 29:1433–1456CrossRefMATH Luis Rangel J, Iturrarán-Viveros U, Gustavo Ayala A, Cervantes F (2005) Tunnel stability analysis during construction using a neuro-fuzzy system. Int J Numer Anal Methods Geomech 29:1433–1456CrossRefMATH
20.
Zurück zum Zitat Kalkan E, Akbulut S, Tortum A, Celik S (2009) Prediction of the unconfined compressive strength of compacted granular soils by using inference systems. Environ Geol 58:1429–1440CrossRef Kalkan E, Akbulut S, Tortum A, Celik S (2009) Prediction of the unconfined compressive strength of compacted granular soils by using inference systems. Environ Geol 58:1429–1440CrossRef
21.
Zurück zum Zitat Kayadelen C, Taşkıran T, Günaydın O, Fener M (2009) Adaptive neuro-fuzzy modeling for the swelling potential of compacted soils. Environ Earth Sci 59:109–115CrossRef Kayadelen C, Taşkıran T, Günaydın O, Fener M (2009) Adaptive neuro-fuzzy modeling for the swelling potential of compacted soils. Environ Earth Sci 59:109–115CrossRef
22.
Zurück zum Zitat Sezer A, Göktepe BA, Altun S (2010) Adaptive neuro-fuzzy approach for sand permeability estimation. Environ Eng Manag J EEMJ 9:231–238CrossRef Sezer A, Göktepe BA, Altun S (2010) Adaptive neuro-fuzzy approach for sand permeability estimation. Environ Eng Manag J EEMJ 9:231–238CrossRef
23.
Zurück zum Zitat Samui P, Kim D, Viswanathan R (2015) Spatial variability of rock depth using adaptive neuro-fuzzy inference system (ANFIS) and multivariate adaptive regression spline (MARS). Environ Earth Sci 73:4265–4272CrossRef Samui P, Kim D, Viswanathan R (2015) Spatial variability of rock depth using adaptive neuro-fuzzy inference system (ANFIS) and multivariate adaptive regression spline (MARS). Environ Earth Sci 73:4265–4272CrossRef
24.
Zurück zum Zitat Landry E, Lees D, Naudts A (2000) New developments in rock and soil grouting: design and evaluation. Geotech News 18:38–48 Landry E, Lees D, Naudts A (2000) New developments in rock and soil grouting: design and evaluation. Geotech News 18:38–48
25.
Zurück zum Zitat Fahimifard SM, Salarpour M, Sabouhi M, Shirzady S (2009) Application of ANFIS to agricultural economic variables forecasting case study: poultry retail price. J Artif Intell 2:65–72CrossRef Fahimifard SM, Salarpour M, Sabouhi M, Shirzady S (2009) Application of ANFIS to agricultural economic variables forecasting case study: poultry retail price. J Artif Intell 2:65–72CrossRef
26.
Zurück zum Zitat Guillaume S (2001) Designing fuzzy inference systems from data: an interpretability-oriented review. IEEE Trans Fuzzy Syst 9:426–443CrossRef Guillaume S (2001) Designing fuzzy inference systems from data: an interpretability-oriented review. IEEE Trans Fuzzy Syst 9:426–443CrossRef
27.
Zurück zum Zitat Krueger E, Prior SA, Kurtener D et al (2011) Characterizing root distribution with adaptive neuro-fuzzy analysis. Int Agrophys 25:93–96 Krueger E, Prior SA, Kurtener D et al (2011) Characterizing root distribution with adaptive neuro-fuzzy analysis. Int Agrophys 25:93–96
28.
Zurück zum Zitat Takagi T, Sugeno M (1985) Fuzzy identification of systems and its applications to modeling and control. IEEE Trans Syst Man Cybern 1:116–132CrossRefMATH Takagi T, Sugeno M (1985) Fuzzy identification of systems and its applications to modeling and control. IEEE Trans Syst Man Cybern 1:116–132CrossRefMATH
29.
Zurück zum Zitat Tekin E (2004) Experimental studies on the groutability of microfine cement (Rheocem 900) grouts to sands having various gradations, Gazi University Tekin E (2004) Experimental studies on the groutability of microfine cement (Rheocem 900) grouts to sands having various gradations, Gazi University
30.
Zurück zum Zitat Zebovitz S, Krizek RJ, Atmatzidis DK (1989) Injection of fine sands with very fine cement grout. J Geotech Eng 115:1717–1733CrossRef Zebovitz S, Krizek RJ, Atmatzidis DK (1989) Injection of fine sands with very fine cement grout. J Geotech Eng 115:1717–1733CrossRef
31.
Zurück zum Zitat Jang RJS, Gulley N (2000) Fuzzy logic toolbox user’s guide. The MathWorks, Inc, Natick Jang RJS, Gulley N (2000) Fuzzy logic toolbox user’s guide. The MathWorks, Inc, Natick
32.
Zurück zum Zitat Willmott CJ, Matsuura K (2006) On the use of dimensioned measures of error to evaluate the performance of spatial interpolators. Int J Geogr Inf Sci 20:89–102CrossRef Willmott CJ, Matsuura K (2006) On the use of dimensioned measures of error to evaluate the performance of spatial interpolators. Int J Geogr Inf Sci 20:89–102CrossRef
33.
Zurück zum Zitat Tekin E, Akbas SO (2010) Estimation of the groutability of granular soils with cement-based grouts using discriminant analysis. J Fac Eng Archit Gazi Univ 25:625–633 Tekin E, Akbas SO (2010) Estimation of the groutability of granular soils with cement-based grouts using discriminant analysis. J Fac Eng Archit Gazi Univ 25:625–633
34.
Zurück zum Zitat Avci E (2009) Groutability of Ultrafin 12 cement grout into sands at various relative density and gradation. Dissertation, Gazi University Avci E (2009) Groutability of Ultrafin 12 cement grout into sands at various relative density and gradation. Dissertation, Gazi University
Metadaten
Titel
Predicting groutability of granular soils using adaptive neuro-fuzzy inference system
verfasst von
Erhan Tekin
Sami Oguzhan Akbas
Publikationsdatum
07.07.2017
Verlag
Springer London
Erschienen in
Neural Computing and Applications / Ausgabe 4/2019
Print ISSN: 0941-0643
Elektronische ISSN: 1433-3058
DOI
https://doi.org/10.1007/s00521-017-3140-3

Weitere Artikel der Ausgabe 4/2019

Neural Computing and Applications 4/2019 Zur Ausgabe

Premium Partner