Application of improved support vector regression model for prediction of deformation modulus of a rock mass. (October 2016)
- Record Type:
- Journal Article
- Title:
- Application of improved support vector regression model for prediction of deformation modulus of a rock mass. (October 2016)
- Main Title:
- Application of improved support vector regression model for prediction of deformation modulus of a rock mass
- Authors:
- Fattahi, Hadi
- Abstract:
- Abstract Deformation modulus of a rock mass is one of the crucial parameters used in the design of surface and underground rock engineering structures. Determination of this parameter by testing cylindrical core samples is almost impossible due to the presence of discontinuities. Due to the problems in determining the deformability of jointed rock masses at the laboratory-scale, various in situ test methods such as plate loading tests, dilatometer etc. have been developed. Although these methods are currently the best techniques, they are expensive and time-consuming, and present operational problems. To overcome this difficulty, in this paper, presents the results of the application of hybrid support vector regression (SVR) with harmony search algorithm, differential evolution algorithm and particle swarm optimization algorithm (PSO). The optimized models were applied to available data given in open source literature and the performance of optimization algorithm was assessed by virtue of statistical criteria. In these models, rock mass rating (RMR), depth, uniaxial compressive strength of intact rock (UCS) and elastic modulus of intact rock (E i ) were utilized as the input parameters, while the deformation modulus of a rock mass was the output parameter. The comparative results revealed that hybrid of PSO and SVR yield robust model which outperform other models in term of higher squared correlation coefficient (R 2 ) and variance account for (VAF) and lower mean squareAbstract Deformation modulus of a rock mass is one of the crucial parameters used in the design of surface and underground rock engineering structures. Determination of this parameter by testing cylindrical core samples is almost impossible due to the presence of discontinuities. Due to the problems in determining the deformability of jointed rock masses at the laboratory-scale, various in situ test methods such as plate loading tests, dilatometer etc. have been developed. Although these methods are currently the best techniques, they are expensive and time-consuming, and present operational problems. To overcome this difficulty, in this paper, presents the results of the application of hybrid support vector regression (SVR) with harmony search algorithm, differential evolution algorithm and particle swarm optimization algorithm (PSO). The optimized models were applied to available data given in open source literature and the performance of optimization algorithm was assessed by virtue of statistical criteria. In these models, rock mass rating (RMR), depth, uniaxial compressive strength of intact rock (UCS) and elastic modulus of intact rock (E i ) were utilized as the input parameters, while the deformation modulus of a rock mass was the output parameter. The comparative results revealed that hybrid of PSO and SVR yield robust model which outperform other models in term of higher squared correlation coefficient (R 2 ) and variance account for (VAF) and lower mean square error (MSE), root mean squared error (RMSE) and mean absolute percentage error (MAPE). … (more)
- Is Part Of:
- Engineering with computers. Volume 32:Number 4(2016)
- Journal:
- Engineering with computers
- Issue:
- Volume 32:Number 4(2016)
- Issue Display:
- Volume 32, Issue 4 (2016)
- Year:
- 2016
- Volume:
- 32
- Issue:
- 4
- Issue Sort Value:
- 2016-0032-0004-0000
- Page Start:
- 567
- Page End:
- 580
- Publication Date:
- 2016-10
- Subjects:
- Deformation modulus -- Support vector regression -- Harmony search algorithm -- Differential evolution algorithm -- Particle swarm optimization algorithm
Engineering design -- Data processing -- Periodicals
Computer-aided design -- Periodicals
Conception technique -- Informatique -- Périodiques
Conception assistée par ordinateur -- Périodiques
Electronic journals
620.00285 - Journal URLs:
- http://link.springer-ny.com/link/service/journals/00366/index.htm ↗
http://www.springerlink.com/content/0177-0667 ↗
http://www.springer.com/gb/ ↗ - DOI:
- 10.1007/s00366-016-0433-6 ↗
- Languages:
- English
- ISSNs:
- 0177-0667
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3758.586000
British Library DSC - BLDSS-3PM
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- 9992.xml