Data-Driven Approach for Intelligent Classification of Tunnel Surrounding Rock Using Integrated Fractal and Machine Learning Methods

QR Code

Data-Driven Approach for Intelligent Classification of Tunnel Surrounding Rock Using Integrated Fractal and Machine Learning Methods

The degree of rock mass discontinuity is crucial for evaluating surrounding rock quality, yet its accurate and rapid measurement at construction sites remains challenging. This study utilizes fractal dimension to characterize the geometric characteristics of rock mass discontinuity and develops a da...

Full description

Bibliographic Details
Main Authors:	Ma, Junjie, Li, Tianbin, Shirani Faradonbeh, Roohollah, Sharifzadeh, Mostafa, Wang, Jianfeng, Huang, Yuyang, Materials, Chunchi, Peng, Feng, Zhang, Hang
Format:	Journal Article
Published:	MDPI 2024
Online Access:	http://hdl.handle.net/20.500.11937/96385

Similar Items

Failure response of rocks under different cyclic loading histories
by: Taheri, Abbas, et al.
Published: (2023)

Estimation of Rock Load for Tunnels Excavated in Different Rock Masses
by: Afshar, T., et al.
Published: (2014)

Long-term stability analysis of tunnel lining in weak rocks using data from tunnelling construction
by: Sharifzadeh, Mostafa, et al.
Published: (2014)

TBM Tunneling in adverse rock mass with emphasis on the TBM Jamming accident in Ghomrud water transfer tunnel
by: Sharifzadeh, Mostafa, et al.
Published: (2006)

Hydraulic-Hydromechanical Analysis Of Rock Masses Around Tunnel Using Distinct Element Method
by: Sharifzadeh, Mostafa, et al.
Published: (2006)

General Idea for Study of Rock Mass Variability Respect to Depth (Freeway Tunnels of Khorramabad–Polezal)
by: Moosavi, S., et al.
Published: (2010)

Influence of rock mass properties on tunnel inflow using hydromechanical numerical study
by: Sharifzadeh, Mostafa, et al.
Published: (2011)

Difficulties in TBM Tunneling in adverse rock mass with Case study (Ghomrud water transfer tunnel)
by: Sharifzadeh, Mostafa, et al.
Published: (2006)

Advanced AI-Powered Solutions for Predicting Blast-Induced Flyrock, Backbreak, and Rock Fragmentation
by: Nobahar, Pouya, et al.
Published: (2024)

Identifying geological hazards related to tunneling in carbonate karstic rocks - Zagros, Iran
by: Zarei, H., et al.
Published: (2012)

Multivariate Estimation of Rock Mass Characteristics Respect to Depth Using ANFIS Based Subtractive Clustering-Khorramabad-Polezal Freeway Tunnels
by: Sharifzadeh, Mostafa
Published: (2017)

Evaluation of rock mass engineering geological properties using statistical analysis and selecting proper tunnel design approach in Qazvin–Rasht railway tunnel
by: Rahimi, B., et al.
Published: (2014)

A new tunnel inflow classification (TIC) system through sedimentary rock masses
by: Zarei, H., et al.
Published: (2013)

Evaluation of high local groundwater inflow to a rock tunnel by characterization of geological features
by: Zarei, H., et al.
Published: (2011)

Design of excavation method of Tunnel in soft rocks based on displacement data obtain from back analysis
by: Daraei, R., et al.
Published: (2011)

Time-dependent behavior of tunnel lining in weak rock mass based on displacement back analysis method
by: Sharifzadeh, Mostafa, et al.
Published: (2013)

Design of sequential excavation tunneling in weak rocks through findings obtained from displacements based back analysis
by: Sharifzadeh, Mostafa, et al.
Published: (2012)

Intelligent Approaches for Predicting the Intact Rock Mechanical Parameters and Crack Stress Thresholds
by: Shakeri, Jamshid, et al.
Published: (2024)

Environmental geological features of the red clay surrounding rock deformation under the influence of rock-fracture water
by: Wang, Jiading, et al.
Published: (2017)

Numerical study the effect of the ratio of distance between the center the central axis of the tunnel and center of structures to tunnel’s diameter parameter on the interaction of the tunnel-surface structures, Case Study- Niayesh Tunnel, Tehran
by: Sharifzadeh, Mostafa, et al.

Hydromechanical analysis of the effect of fracture properties on tunnel inflow
by: Sharifzadeh, Mostafa, et al.
Published: (2007)

Effect of squeezing on support pressure - Golab tunnel
by: Sharifzadeh, Mostafa, et al.
Published: (2006)

Risk analysis for determination of tunnel support pattern- A Case study in Taloun road tunnel
by: Sharifzadeh, Mostafa, et al.
Published: (2007)

Application of artificial intelligence in distinguishing genuine microseismic events from the noise signals in underground mines
by: Shirani Faradonbeh, Roohollah, et al.
Published: (2024)

EPB-TBM Tunneling in Abrasive Soil Tehran Metro Tunnel Line 7, Iran
by: Amoun, S., et al.
Published: (2015)

Quantification of rock mass disturbance using rock-mass property, rock characterization and blast characterization in underground hard-rock
by: Sharifzadeh, Mostafa, et al.
Published: (2014)

Numerical study of the behaviour of jointed tunnel lining
by: Barzegar, M., et al.
Published: (2015)

Numerical analysis of the effect of fracture normal and shear stiffness on inflow into tunnel
by: Sharifzadeh, Mostafa, et al.
Published: (2007)

Effect of building’s geometrical Factors on the interaction of the tunnel-surface structures, the case of Niayesh Tunnel in Iran
by: Sharifzadeh, Mostafa, et al.
Published: (2015)

Design of sequential excavation method for large span urban tunnels in soft ground – Niayesh tunnel
by: Sharifzadeh, Mostafa, et al.
Published: (2013)

Point Estimate Method in Risk Analysis for Tunnel Support System Selection: A Case Study in Taloun Road Tunnel
by: Sheikhi, H., et al.
Published: (2008)

Application of observational method in conventional tunnelling projects in urban areas- the case of Niayesh road tunnel project, Tehran, Iran
by: Ghorbani, M., et al.
Published: (2011)

Tunnel Probabilistic Structural Analysis Using the FORM
by: Sharifzadeh, Mostafa, et al.
Published: (2015)

Exploring digital twin systems in mining operations: A review. Green and Smart Mining Engineering
by: Nobahar, Pouya, et al.
Published: (2024)

Geotechnical, structural and geodetic measurements for conventional tunnelling hazards in urban areas – The case of Niayesh road tunnel project
by: Ghorbani, M., et al.
Published: (2012)

Velocity-saturation relation for rocks with fractal distribution of the pore fluids
by: Muller, Tobias, et al.
Published: (2007)

Evaluation of Building Displacement Induced By EPB Tunneling Through GPS-GNSS Monitoring System and Back Analysis Technique (Tabriz Subway Twin Tunnels)
by: Davarpanah, S., et al.
Published: (2016)

Design Optimization In A Conventional Tunnelling Project In Urban Area Using The Observational Method- Niayesh Road Tunnel In Tehran, Iran
by: Sharifzadeh, Mostafa, et al.
Published: (2014)

The effects of discontinuities on stability of rock blocks in tunnel.
by: Kim Huat, Bujang, et al.
Published: (2011)

Assessment The Influence Of Building's Geometry And Weight On Surface Settlement Induced By Tunneling Using a Numerical Finite Element Method – The Case Of Niayesh Tunnel Project
by: Sharifzadeh, Mostafa, et al.
Published: (2011)