Saffet Yagiz
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Saffet Yagiz has a total of 70 co-authors. Here are the top co-authors by number of shared publications:
Danial Jahed Armaghani
5 shared publicationsAitolkyn Yazitova
School of Mining and Geosciences, Nazarbayev University, Astana, Kazakhstan
4 shared publications- Amoussou Coffi Adoko
Nazarbayev University
4 shared publications - Candan Gokceoglu
Faculty of Computer and Information Sciences, Cappadocia University, Mustafapasa, Urgup, Türkiye
4 shared publications Amoussou Coffi Adoko
School of Mining and Geosciences, Nazarbayev University, Astana, Kazakhstan
3 shared publications- Danial Jahed Armaghani
School of Civil and Environmental Engineering, University of Technology Sydney, Ultimo, Australia
3 shared publications
Latest Publications
- 3 September 2026
- Published by Elsevier in Tunnelling and Underground Space Technology
- Vol. 179
Influence of leakage-induced particle loss on tunnel instability in pebble formations
- 3 September 2026
- Published by Elsevier in Tunnelling and Underground Space Technology
- Vol. 179
Influence of leakage-induced particle loss on tunnel instability in pebble formations
- Open Access
- 1 July 2026
- Published by KEAI Publishing in Rock Mechanics Bulletin
- Vol. 5 (3)
TBM penetration rate estimation using Rock Mass Rating (RMR) and machine specifications
- 1 July 2026
- Published by KEAI Publishing in Rock Mechanics Bulletin
- Vol. 5 (3)
Open AccessTBM penetration rate estimation using Rock Mass Rating (RMR) and machine specifications
- 26 September 2025
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 59 (6) , 7033-7062
Comprehensive Models for Estimating Drag Force of Conical Picks Using Relieved Small-Scale LCM Tests Data
- 26 September 2025
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 59 (6) , 7033-7062
Comprehensive Models for Estimating Drag Force of Conical Picks Using Relieved Small-Scale LCM Tests Data
- 13 January 2025
- Published by Springer Nature in Bulletin of Engineering Geology and the Environment
- Vol. 84 (1) , 1-21
Empirical models for estimating penetration rate of tunnel boring machines in rock mass
- 13 January 2025
- Published by Springer Nature in Bulletin of Engineering Geology and the Environment
- Vol. 84 (1) , 1-21
Empirical models for estimating penetration rate of tunnel boring machines in rock mass
- 7 April 2024
- Published by Springer Nature in Archives of Civil and Mechanical Engineering
- Vol. 24 (2) , 1-20
Predicting disc cutter wear using two optimized machine learning techniques
- 7 April 2024
- Published by Springer Nature in Archives of Civil and Mechanical Engineering
- Vol. 24 (2) , 1-20
Predicting disc cutter wear using two optimized machine learning techniques
- 3 January 2024
- Published by Springer Nature in Bulletin of Engineering Geology and the Environment
- Vol. 83 (1) , 1-19
Performance analysis of drilling machines based on rock properties and machine’s specifications
- 3 January 2024
- Published by Springer Nature in Bulletin of Engineering Geology and the Environment
- Vol. 83 (1) , 1-19
Performance analysis of drilling machines based on rock properties and machine’s specifications
- Open Access
- 8 August 2023
- Published by Springer Nature in Research Square
Estimation of TBM Penetration rate using Gradient Boosting-based Algorithms
TBM performance prediction from the rate of penetration (ROP) point of view has yet to draw a lot of attention since it is one of the main challenges for mechanized excavation with tunnel boring machines (TBMs). In this study, five algorithms, Gradient Boosting (GB), eXtreme Gradient Boosting (XGBoost), Light Gradient Boosting Machine (LightGBM), AdaBoost (AB), and CatBoost (CB) have been conducted to predict the ROP based on the Gradient Boosting theory. Six tunnel cases from different projects were examined to obtain the aim of the research. Dataset developed using those tunnel datasets includes Uniaxial compressive strength (UCS), Rock Type, Distance between Plane of Weakness (DPW), and TBM-related parameter of thrust force (TF). Mentioned Gradient Boosting algorithms were performed to obtain the most accurate results for the study. The developed models showed that XGBoost outperformed the other models, followed by the CatBoost model according to seven different evaluation metrics used to rank the models. After parameter tuning, the GB model outperformed others while those were not improved very much. By using the overall ranking according to the metrics and considering the parameter tuning time, XGBoost and CatBoost presented the first two best performances. Through SHAP values and dependency plots, the features and importance of the inputs showed the TF has the highest impact on the ROP, followed by UCS, Rock Type, and DPW. It is concluded that the XGBoost and CatBoost algorithms could be used for modeling to obtain the TBM penetration for similar rock types.
- 8 August 2023
- Published by Springer Nature in Research Square
Open AccessEstimation of TBM Penetration rate using Gradient Boosting-based Algorithms
TBM performance prediction from the rate of penetration (ROP) point of view has yet to draw a lot of attention since it is one of the main challenges for mechanized excavation with tunnel boring machines (TBMs). In this study, five algorithms, Gradient Boosting (GB), eXtreme Gradient Boosting (XGBoost), Light Gradient Boosting Machine (LightGBM), AdaBoost (AB), and CatBoost (CB) have been conducted to predict the ROP based on the Gradient Boosting theory. Six tunnel cases from different projects were examined to obtain the aim of the research. Dataset developed using those tunnel datasets includes Uniaxial compressive strength (UCS), Rock Type, Distance between Plane of Weakness (DPW), and TBM-related parameter of thrust force (TF). Mentioned Gradient Boosting algorithms were performed to obtain the most accurate results for the study. The developed models showed that XGBoost outperformed the other models, followed by the CatBoost model according to seven different evaluation metrics used to rank the models. After parameter tuning, the GB model outperformed others while those were not improved very much. By using the overall ranking according to the metrics and considering the parameter tuning time, XGBoost and CatBoost presented the first two best performances. Through SHAP values and dependency plots, the features and importance of the inputs showed the TF has the highest impact on the ROP, followed by UCS, Rock Type, and DPW. It is concluded that the XGBoost and CatBoost algorithms could be used for modeling to obtain the TBM penetration for similar rock types.
- Open Access
- 14 September 2022
- Published by MDPI AG in Applied Sciences
- Vol. 12 (18) , 9187
Application of Soft Computing Techniques for Predicting Thermal Conductivity of Rocks
Due to the different challenges in rock sampling and in measuring their thermal conductivity (TC) in the field and laboratory, the determination of the TC of rocks using non-invasive methods is in demand in engineering projects. The relationship between TC and non-destructive tests has not been well-established. An investigation of the most important variables affecting the TC values for rocks was conducted in this study. Currently, the black-boxed models for TC prediction are being replaced with artificial intelligence-based models, with mathematical equations to fill the gap caused by the lack of a tangible model for future studies and developments. In this regard, two models were developed based on which gene expression programming (GEP) algorithms and non-linear multivariable regressions (NLMR) were utilized. When comparing the performances of the proposed models to that of other previously published models, it was revealed that the GEP and NLMR models were able to produce more accurate predictions than other models were. Moreover, the high value of R-squared (equals 0.95) for the GEP model confirmed its superiority.
- 14 September 2022
- Published by MDPI AG in Applied Sciences
- Vol. 12 (18) , 9187
Open AccessApplication of Soft Computing Techniques for Predicting Thermal Conductivity of Rocks
Due to the different challenges in rock sampling and in measuring their thermal conductivity (TC) in the field and laboratory, the determination of the TC of rocks using non-invasive methods is in demand in engineering projects. The relationship between TC and non-destructive tests has not been well-established. An investigation of the most important variables affecting the TC values for rocks was conducted in this study. Currently, the black-boxed models for TC prediction are being replaced with artificial intelligence-based models, with mathematical equations to fill the gap caused by the lack of a tangible model for future studies and developments. In this regard, two models were developed based on which gene expression programming (GEP) algorithms and non-linear multivariable regressions (NLMR) were utilized. When comparing the performances of the proposed models to that of other previously published models, it was revealed that the GEP and NLMR models were able to produce more accurate predictions than other models were. Moreover, the high value of R-squared (equals 0.95) for the GEP model confirmed its superiority.
- Open Access
- 28 January 2022
- Published by MDPI AG in Applied Sciences
- Vol. 12 (3) , 1446
Application of Soft Computing Techniques to Estimate Cutter Life Index Using Mechanical Properties of Rocks
The wear of cutting tools is critical for any engineering applications dealing with mechanical rock excavations, as it directly affects the cost and time of project completion as well as the utilization rate of excavators in various rock masses. The cutting tool wear could be expressed in terms of the life of the tool used to excavate rocks in hours or cutter per unit volume of excavated materials. The aim of this study is to estimate disc cutter wear as a function of common mechanical rock properties including uniaxial compressive strength, Brazilian tensile strength, brittleness, and density. To achieve this goal, a database of cutter life was established by analyzing data from 80 tunneling projects. The data were then utilized for evaluating the relationship between rock properties and cutter consumption by means of cutter life index. The analysis was based on artificial intelligence techniques, namely artificial neural networks (ANN) and fuzzy logic (FL). Furthermore, linear and non-linear regression methods were also used to investigate the relationship between these parameters using a statistical software package. Several alternative models are introduced with different input variables for each model, to identify the best model with the highest accuracy. To develop these models, 70% of the dataset was used for training and the rest, for testing. The estimated cutter life by various models was compared with each other to identify the most reliable model. It appears that the ANN and FL techniques are superior to standard linear and non-linear multiple regression analysis, based on the higher correlation coefficient (R2) and lower Mean square error (MSE).
- 28 January 2022
- Published by MDPI AG in Applied Sciences
- Vol. 12 (3) , 1446
Open AccessApplication of Soft Computing Techniques to Estimate Cutter Life Index Using Mechanical Properties of Rocks
The wear of cutting tools is critical for any engineering applications dealing with mechanical rock excavations, as it directly affects the cost and time of project completion as well as the utilization rate of excavators in various rock masses. The cutting tool wear could be expressed in terms of the life of the tool used to excavate rocks in hours or cutter per unit volume of excavated materials. The aim of this study is to estimate disc cutter wear as a function of common mechanical rock properties including uniaxial compressive strength, Brazilian tensile strength, brittleness, and density. To achieve this goal, a database of cutter life was established by analyzing data from 80 tunneling projects. The data were then utilized for evaluating the relationship between rock properties and cutter consumption by means of cutter life index. The analysis was based on artificial intelligence techniques, namely artificial neural networks (ANN) and fuzzy logic (FL). Furthermore, linear and non-linear regression methods were also used to investigate the relationship between these parameters using a statistical software package. Several alternative models are introduced with different input variables for each model, to identify the best model with the highest accuracy. To develop these models, 70% of the dataset was used for training and the rest, for testing. The estimated cutter life by various models was compared with each other to identify the most reliable model. It appears that the ANN and FL techniques are superior to standard linear and non-linear multiple regression analysis, based on the higher correlation coefficient (R2) and lower Mean square error (MSE).