Abstract
When planning rock-based projects, the brittleness index (BI) may play a significant role in the success of various projects, such as tunnel boring machines and road headers. Lack of accurate BI prediction of the rock sample may result in numerous disastrous incidents associated with rock mechanics. Adaptive neuro-fuzzy inference system (ANFIS) is a model for predicting the rock’s BI. However, the performance of this model mainly depends on its parameter values and tuning these values requires knowledge and time. This study improves the performance of ANFIS modeling using an Artificial Bee Colony (ABC) optimization algorithm to automatically optimize the parameters of ANFIS, called ANFIS_ABC. Three versions of ANFIS_ABC algorithms were proposed to predict the BI of rock, in which the ABC algorithm was applied in different model development stages. The performance of the proposed predictive models was evaluated using the rock samples collected from a tunneling project in Malaysia comprising 113 samples. The Schmidt hammer rebound number (Rn) (ranging from 20 to 61), P-wave velocity (Vp) (ranging from 2870 to 7702 m/s), and Point load index (IS50) (ranging from 0.89 to 7.1 MPa) were used as input parameters. According to the results obtained by the various performance indices, the proposed model (i.e., ANFIS_ABC_PC) was able to receive the highest accuracy level in predicting rock BI among all constructed models. The developed model may be applied with caution to relevant areas of rock mechanics.
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Abbreviations
- ANFIS:
-
Adaptive neuro-fuzzy inference system
- UCS:
-
Uniaxial compressive strength
- TBM:
-
Tunnel boring machine
- Gbell:
-
Generalized Bell
- ANN:
-
Artificial neural network
- TS:
-
Tensile strength
- AI:
-
Artificial intelligence
- ML:
-
Machine learning
- PSO:
-
Particle swarm optimization
- ABC:
-
Artificial bee colony
- BI:
-
Brittleness index
- FA:
-
Firefly algorithm
- DE:
-
Differential evolution
- GA:
-
Genetic algorithm
- ICA:
-
Imperialism competitive algorithm
- Ω:
-
Inertia weight
- FIS:
-
Fuzzy inference system
- c1 and c2 :
-
Acceleration coefficients
- ACO:
-
Ant colony optimization
- \({R}_{n}\) :
-
Schmidt hammer rebound number
- RMSE:
-
Root mean square error
- \({V}_{p}\) :
-
P-wave velocity
- \({Is}_{50}\) :
-
Point load index
- R2 :
-
Coefficient of determination
- MAE:
-
Mean absolute error
- SI:
-
Scatter index
- VAF:
-
Variance account for
- SVM:
-
Support vector machine
- FS:
-
Feature selection
- BTS:
-
Brazilian tensile strength
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Parsajoo, M., Armaghani, D.J. & Asteris, P.G. A precise neuro-fuzzy model enhanced by artificial bee colony techniques for assessment of rock brittleness index. Neural Comput & Applic 34, 3263–3281 (2022). https://doi.org/10.1007/s00521-021-06600-8
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DOI: https://doi.org/10.1007/s00521-021-06600-8