A Developed Computational Code to Build a 3D Fracture Network to Reduce the Uncertainty of Fracture Parameter Generation (A Case Study of the Emamzadeh Hashem Tunnel)

Rock masses comprise intact rock and discontinuities, such as fractures, which significantly influence their mechanical and hydraulic properties. Uncertainty in constructing the fracture network can notably affect the outcomes of sensitive analyses, including tunnel stability simulations. Thus, accu...

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Main Authors: Mahin Etemadifar, Gholamreza Shoaei, Morteza Javadi, Arash Hashemnejad
Format: Article
Language:English
Published: MDPI AG 2025-01-01
Series:Geosciences
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Online Access:https://www.mdpi.com/2076-3263/15/1/6
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author Mahin Etemadifar
Gholamreza Shoaei
Morteza Javadi
Arash Hashemnejad
author_facet Mahin Etemadifar
Gholamreza Shoaei
Morteza Javadi
Arash Hashemnejad
author_sort Mahin Etemadifar
collection DOAJ
description Rock masses comprise intact rock and discontinuities, such as fractures, which significantly influence their mechanical and hydraulic properties. Uncertainty in constructing the fracture network can notably affect the outcomes of sensitive analyses, including tunnel stability simulations. Thus, accurately determining specific parameters of rock joints, including orientation and trace length, is essential. A discrete fracture network (DFN) is one technique used to simulate jointed rock. However, engineers often face challenges due to the inherent uncertainty in building a fracture network using statistical distribution functions. This study analyzed the fracture network of the Emamzadeh Hashem tunnel using MATLAB-developed code and 3DEC software. It focused on the impact of statistical distribution functions on the uncertainty of fracture network construction. The results reveal that using a negative exponential distribution can introduce significant errors in constructing the fracture network, especially when generating the dip direction. The parametric study shows that employing statistical distribution functions that account for data variance in the Probability Distribution Function (PDF) can enhance the accuracy of generating fracture parameters, such as dip, dip direction, and trace length, thereby reducing uncertainty in fracture network construction.
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institution Kabale University
issn 2076-3263
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publishDate 2025-01-01
publisher MDPI AG
record_format Article
series Geosciences
spelling doaj-art-952da1333af44577bf3214af5fb30cc62025-01-24T13:34:06ZengMDPI AGGeosciences2076-32632025-01-01151610.3390/geosciences15010006A Developed Computational Code to Build a 3D Fracture Network to Reduce the Uncertainty of Fracture Parameter Generation (A Case Study of the Emamzadeh Hashem Tunnel)Mahin Etemadifar0Gholamreza Shoaei1Morteza Javadi2Arash Hashemnejad3Engineering Geology Group, Geology Department, Faculty of Basic Sciences, Tarbiat Modares University, Tehran 1411713116, IranEngineering Geology Group, Geology Department, Faculty of Basic Sciences, Tarbiat Modares University, Tehran 1411713116, IranFaculty of Mining, Petroleum & Geophysics Engineering, Shahrood University of Technology, Shahrood 3619995161, IranEngineering Geology, FATJ-Consulting Engineers, Tehran 1967773314, IranRock masses comprise intact rock and discontinuities, such as fractures, which significantly influence their mechanical and hydraulic properties. Uncertainty in constructing the fracture network can notably affect the outcomes of sensitive analyses, including tunnel stability simulations. Thus, accurately determining specific parameters of rock joints, including orientation and trace length, is essential. A discrete fracture network (DFN) is one technique used to simulate jointed rock. However, engineers often face challenges due to the inherent uncertainty in building a fracture network using statistical distribution functions. This study analyzed the fracture network of the Emamzadeh Hashem tunnel using MATLAB-developed code and 3DEC software. It focused on the impact of statistical distribution functions on the uncertainty of fracture network construction. The results reveal that using a negative exponential distribution can introduce significant errors in constructing the fracture network, especially when generating the dip direction. The parametric study shows that employing statistical distribution functions that account for data variance in the Probability Distribution Function (PDF) can enhance the accuracy of generating fracture parameters, such as dip, dip direction, and trace length, thereby reducing uncertainty in fracture network construction.https://www.mdpi.com/2076-3263/15/1/6discrete fracture networkjointed rockuncertainty3DECstatistical distributiongeohazard
spellingShingle Mahin Etemadifar
Gholamreza Shoaei
Morteza Javadi
Arash Hashemnejad
A Developed Computational Code to Build a 3D Fracture Network to Reduce the Uncertainty of Fracture Parameter Generation (A Case Study of the Emamzadeh Hashem Tunnel)
Geosciences
discrete fracture network
jointed rock
uncertainty
3DEC
statistical distribution
geohazard
title A Developed Computational Code to Build a 3D Fracture Network to Reduce the Uncertainty of Fracture Parameter Generation (A Case Study of the Emamzadeh Hashem Tunnel)
title_full A Developed Computational Code to Build a 3D Fracture Network to Reduce the Uncertainty of Fracture Parameter Generation (A Case Study of the Emamzadeh Hashem Tunnel)
title_fullStr A Developed Computational Code to Build a 3D Fracture Network to Reduce the Uncertainty of Fracture Parameter Generation (A Case Study of the Emamzadeh Hashem Tunnel)
title_full_unstemmed A Developed Computational Code to Build a 3D Fracture Network to Reduce the Uncertainty of Fracture Parameter Generation (A Case Study of the Emamzadeh Hashem Tunnel)
title_short A Developed Computational Code to Build a 3D Fracture Network to Reduce the Uncertainty of Fracture Parameter Generation (A Case Study of the Emamzadeh Hashem Tunnel)
title_sort developed computational code to build a 3d fracture network to reduce the uncertainty of fracture parameter generation a case study of the emamzadeh hashem tunnel
topic discrete fracture network
jointed rock
uncertainty
3DEC
statistical distribution
geohazard
url https://www.mdpi.com/2076-3263/15/1/6
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