PREDICTION OF GEOMECHANICAL PARAMETER USING ADAPTIVE NEURO FUZZY INFERENCE SYSTEMS (ANFIS) AND MULTIPLE REGRESSION ANALYSIS (MRA) METHOD

Evaluation of geomechanical parameters is an important part of every mining project, geology, petrology, and other geotechnical investigations. In practice, predictions are sometimes used in estimating these parameters. In addition to the Multiple Regression Analysis (MRA) method which is often used...

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Main Author: ARYANDA (NIM : 22116022), DADANG
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/26337
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:26337
spelling id-itb.:263372018-10-01T16:14:37ZPREDICTION OF GEOMECHANICAL PARAMETER USING ADAPTIVE NEURO FUZZY INFERENCE SYSTEMS (ANFIS) AND MULTIPLE REGRESSION ANALYSIS (MRA) METHOD ARYANDA (NIM : 22116022), DADANG Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/26337 Evaluation of geomechanical parameters is an important part of every mining project, geology, petrology, and other geotechnical investigations. In practice, predictions are sometimes used in estimating these parameters. In addition to the Multiple Regression Analysis (MRA) method which is often used for prediction, the method that is now developing is ANFIS (adaptive neuro fuzzy inference systems). From the capabilities of MRA and ANFIS, the author tries to predict the uniaxial compressive strength test (UCS), Young's modulus (E), and point load index (PLI) from the physical properties and ultrasonic wave velocity (Vp). Rock samples used are limestone. From three parameters, only UCS and E have predicted because the PLI test results do not show a good correlation. To evaluate the prediction technique and the accuracy of the prediction results of a model, the Root Mean Square Error (RMSE) and Variance Account For (VAF) calculations are used. The MRA and ANFIS methods used in this research show good results and can be used to predict the value of UCS and E. This can also be seen in the calculation of RMSE and VAF values. The RMSE ANFIS value for UCS prediction is 7.73 and 7.54, while E is 1.34 and 1.76. The RMSE MRA value for UCS prediction is 8.65 and 14.99, while E is 1.94 and 3.00. The VAF ANFIS value for UCS prediction is 75.19 % and 90.18 %, while E is 88.26 % and 83.64 %. The VAF MRA value for UCS prediction is 63.54 % and 60.23 %, while E is 73.65 % and 68.41 %. Basically, the prediction is good if the RMSE value approaches 0 and the VAF value approaches 100%. Geomechanical parameters that have a high enough influence on the predicted value of UCS and E are dry density (ρd), porosity (n) and ultrasonic wave velocity (Vp). In addition, the study also made a prediction software for UCS and E values for limestone that can be used by other users. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Evaluation of geomechanical parameters is an important part of every mining project, geology, petrology, and other geotechnical investigations. In practice, predictions are sometimes used in estimating these parameters. In addition to the Multiple Regression Analysis (MRA) method which is often used for prediction, the method that is now developing is ANFIS (adaptive neuro fuzzy inference systems). From the capabilities of MRA and ANFIS, the author tries to predict the uniaxial compressive strength test (UCS), Young's modulus (E), and point load index (PLI) from the physical properties and ultrasonic wave velocity (Vp). Rock samples used are limestone. From three parameters, only UCS and E have predicted because the PLI test results do not show a good correlation. To evaluate the prediction technique and the accuracy of the prediction results of a model, the Root Mean Square Error (RMSE) and Variance Account For (VAF) calculations are used. The MRA and ANFIS methods used in this research show good results and can be used to predict the value of UCS and E. This can also be seen in the calculation of RMSE and VAF values. The RMSE ANFIS value for UCS prediction is 7.73 and 7.54, while E is 1.34 and 1.76. The RMSE MRA value for UCS prediction is 8.65 and 14.99, while E is 1.94 and 3.00. The VAF ANFIS value for UCS prediction is 75.19 % and 90.18 %, while E is 88.26 % and 83.64 %. The VAF MRA value for UCS prediction is 63.54 % and 60.23 %, while E is 73.65 % and 68.41 %. Basically, the prediction is good if the RMSE value approaches 0 and the VAF value approaches 100%. Geomechanical parameters that have a high enough influence on the predicted value of UCS and E are dry density (ρd), porosity (n) and ultrasonic wave velocity (Vp). In addition, the study also made a prediction software for UCS and E values for limestone that can be used by other users.
format Theses
author ARYANDA (NIM : 22116022), DADANG
spellingShingle ARYANDA (NIM : 22116022), DADANG
PREDICTION OF GEOMECHANICAL PARAMETER USING ADAPTIVE NEURO FUZZY INFERENCE SYSTEMS (ANFIS) AND MULTIPLE REGRESSION ANALYSIS (MRA) METHOD
author_facet ARYANDA (NIM : 22116022), DADANG
author_sort ARYANDA (NIM : 22116022), DADANG
title PREDICTION OF GEOMECHANICAL PARAMETER USING ADAPTIVE NEURO FUZZY INFERENCE SYSTEMS (ANFIS) AND MULTIPLE REGRESSION ANALYSIS (MRA) METHOD
title_short PREDICTION OF GEOMECHANICAL PARAMETER USING ADAPTIVE NEURO FUZZY INFERENCE SYSTEMS (ANFIS) AND MULTIPLE REGRESSION ANALYSIS (MRA) METHOD
title_full PREDICTION OF GEOMECHANICAL PARAMETER USING ADAPTIVE NEURO FUZZY INFERENCE SYSTEMS (ANFIS) AND MULTIPLE REGRESSION ANALYSIS (MRA) METHOD
title_fullStr PREDICTION OF GEOMECHANICAL PARAMETER USING ADAPTIVE NEURO FUZZY INFERENCE SYSTEMS (ANFIS) AND MULTIPLE REGRESSION ANALYSIS (MRA) METHOD
title_full_unstemmed PREDICTION OF GEOMECHANICAL PARAMETER USING ADAPTIVE NEURO FUZZY INFERENCE SYSTEMS (ANFIS) AND MULTIPLE REGRESSION ANALYSIS (MRA) METHOD
title_sort prediction of geomechanical parameter using adaptive neuro fuzzy inference systems (anfis) and multiple regression analysis (mra) method
url https://digilib.itb.ac.id/gdl/view/26337
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