Proceedings of the Rocscience International Conference 2023 (RIC2023).

Proceedings of the Rocscience International Conference 2023 (RIC2023).

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Bibliographic Details
Superior document:Atlantis Highlights in Engineering Series ; v.19
:
Hammah, Reginald E.
TeilnehmendeR:
Javankhoshdel, Sina.
Yacoub, Thamer.
Azami, Alireza.
McQuillan, Alison.
Place / Publishing House:Dordrecht : : Atlantis Press (Zeger Karssen),, 2023.
©2023.
Year of Publication:2023
Edition:1st ed.
Language:English
Series:Atlantis Highlights in Engineering Series
Online Access:
Physical Description:1 online resource (879 pages)
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Table of Contents:
  • Intro
  • Foreword
  • Organization
  • Contents
  • Peer-Review Statements
  • 1 Review Procedure
  • 2 Quality Criteria
  • 3 Key Metrics
  • Analysis of Underground Excavations
  • Assessment of Pillar and Interburden Stability in Ultra-Close Multiple-Seam Mining Using Finite Element Modeling
  • 1 Introduction
  • 2 Methodology
  • 3 Case Studies
  • 3.1 Example 1
  • 3.2 Example 2
  • 4 Summary and Conclusions
  • References
  • Back Analysis of Narrow Vein Open Stope Stability and Verification Using Kinematic and Empirical Methods
  • 1 Introduction
  • 2 Assessment and Analyses
  • 2.1 Stope Assessment
  • 2.2 Back Analysis
  • 2.3 Kinematic Analyses
  • 3 Conclusion
  • References
  • Analysis of Cave System in Weak Sandstone Using RS2
  • 1 Introduction
  • 2 Finite Element Modelling
  • 2.1 Model Geometry
  • 2.2 Material Models
  • 2.3 Groundwater
  • 2.4 Loading
  • 3 Analyses and Results
  • 3.1 In-situ Conditions and Prevailing Stability
  • 3.2 Impact of Construction Plant Loading on Prevailing Stability
  • 4 Conclusions
  • References
  • Geotechnical Risk and Risk Mitigation in Deep Underground Mines in Hard, Brittle Rock
  • 1 Introduction
  • 1.1 What Constitutes a Deep Underground Mine?
  • 2 Engineering Behaviour of Intact Rock and Rock Masses Under Stress
  • 2.1 Input Parameter Uncertainty
  • 3 Major Rock Stress Related Risk Factors in Deep Mines in Strong, Brittle Rock Masses
  • 4 Major Rock Temperature Related Risk Factors in Deep Mines
  • 5 Other Risk Factors
  • 6 Risk Mitigation Measures
  • 6.1 Highly Stressed Ground
  • 7 High Rock Mass Temperature
  • 8 Conclusions
  • References
  • Groundwater Analysis
  • Add Water and Get Problems, to Solve: Geotechnical Problems with Steep Rock Faces in Soft Sandstone and Limestone Varieties, Including the Effects of Water
  • 1 The Geotechnical Problem
  • 2 A Geological Excursion
  • 3 Sandstone Weathering and Water.
  • 4 Limestone Fracturing and Measurements
  • 4.1 Geotechnical Overview
  • 4.2 Design Aspects
  • 4.3 Monitoring
  • 5 Concluding Remarks - Outlook
  • Reference
  • Zoning of Soil Media by Raster Scan Algorithms for Two-Dimensional Steady State Flow
  • 1 Introduction
  • 2 The Idea of Rasterization
  • 3 Application of Pixel Matrix to Represent Soil Media and Boundary Conditions
  • 4 Adopted Raster Scan Algorithms
  • 4.1 Digital Differential Analyzer (DDA) Algorithm
  • 4.2 Simple Seed Fill Algorithm
  • 5 Representation of Soil Media and Boundary Conditions in Seepage Analysis
  • 6 The Flow Pixel Matrix
  • 6.1 Equation of Seepage Analysis
  • 6.2 Boundary Pixels
  • 7 Solution of the Matrix Equation and Results
  • 8 Comprehensive Verification Example
  • 9 Conclusion
  • References
  • Probabilistic Analysis of an Embankment Under Extreme Rainfall Events Considering Spatial Variability of Soil Strength Parameters
  • 1 Introduction
  • 1.1 Background
  • 1.2 Geometry and Materials
  • 1.3 Initial and Boundary Conditions
  • 2 Analysis and Results
  • 2.1 Deterministic Analysis
  • 2.2 Single Random Variability Analysis (SRV)
  • 2.3 Stochastic Analysis
  • 3 Concluding Remarks
  • References
  • Slope Stability in Natural Slopes
  • 2013 Landslide Failure Mechanism and Back Analysis of Tijuana-Ensenada Scenic Highway
  • 1 Introduction
  • 2 Background and Stratigraphy of the Area
  • 3 Mechanical Properties
  • 3.1 Failure Criterion and Mechanical Properties
  • 4 Numerical Analysis
  • 4.1 Limit Equilibrium Analysis
  • 4.2 Seismic Analysis
  • 4.3 Strength Reduction Analysis
  • 5 Conclusions
  • References
  • Regional-Scale Landslide Hazard Analysis in Sensitive Clays Using an Integrated Approach
  • 1 Introduction
  • 2 Site Description
  • 3 Methodology
  • 4 Results and Discussions
  • 4.1 Collection of Geological and Geotechnical Database and Development of 3D Model.
  • 4.2 Assessment of Geotechnical Characteristics of the SJV Area
  • 4.3 Development of Landslide Zonation Map for the SJV Area
  • 5 Summary and Conclusions
  • References
  • Slope Stability Analysis for Optimisation of Overburden Dump Capacity in Opencast Coal Mines
  • 1 Introduction
  • 2 Scheme of Stability Analysis
  • 2.1 Slope Stability Analysis Using Slide2 and GALENA
  • 2.2 Considerations for the Analysis
  • 3 Results and Discussion
  • 4 Conclusion
  • References
  • Infrastructure Management Based on Vulnerability to Landslides
  • 1 Introduction
  • 2 Glossary
  • 3 Asset Characterization
  • 4 Infrastructure Evaluation
  • 4.1 Collection Information
  • 4.2 Visualization and Analysis Information
  • 4.3 Analysis of Sliding Base or Reference Cases
  • 4.4 Susceptibility to Landslides
  • 4.5 Vulnerability of the Asset and Results
  • 5 Conclusions and Recommendations
  • References
  • Landslide Disaster Risk Reduction Through Slope Stabilization: A Case Study of eThekwini, KwaZulu Natal, South Africa
  • 1 Introduction
  • 1.1 Landslide Geological Risks of eThekwini
  • 2 Geotechnical Investigation
  • 3 Slope Stability Analysis
  • 4 Slope Stabilization
  • 5 Conclusion
  • References
  • Tunnelling in Challenging Environments
  • Continuum-Based Voronoi Tessellated Models for Capturing Unloading-Induced Brittle Damage in Hard Rocks
  • 1 Introduction
  • 2 Continuum-Based VTM of Lac Du Bonnet Granite
  • 3 Influence of Unloading Stress Path on Brittle Damage
  • 3.1 Core Drilling Stress Path
  • 3.2 Tunnel Excavation Stress Path
  • 4 Summary and Conclusions
  • References
  • Rock Reinforcement Data for Analysis and Design
  • 1 Introduction
  • 1.1 Ground Support Benchmarking
  • 1.2 Underground Wedge Analysis
  • 2 Rock Reinforcement in UnWedge
  • 2.1 Reinforcement Mechanisms
  • 2.2 Reinforcement Options and Characteristics
  • 2.3 Rock Reinforcement Tests.
  • 2.4 Selection of Reinforcement Data
  • 3 Conclusions
  • References
  • Utilizing the Monte-Carlo Capability in RS2 for Machine-Learning Applications
  • 1 Introduction
  • 2 Example Problem
  • 3 Data Generation via the Monte Carlo Method
  • 4 Summary and Ideas for Future Development
  • References
  • Computational Geomechanics
  • Effects of Shear Wave Velocity and Thickness of Soil Layers on 1D Dynamic Response in the Saguenay Region, Quebec
  • 1 Introduction
  • 2 Study Area
  • 3 Methodology
  • 3.1 Input Soil Parameters
  • 3.2 Input Ground Motions
  • 4 Results
  • 4.1 Response Spectra at Ground Surface
  • 4.2 Amplification at Surface
  • 5 Conclusion
  • References
  • Thermal Design of Small Modular Reactors in Northern Regions
  • 1 Introduction
  • 2 Numerical Modelling
  • 2.1 Governing Equations
  • 3 Results and Discussion
  • 4 Conclusion
  • References
  • A Conceptual Assessment of Dynamic Analysis in RS3
  • 1 Introduction
  • 2 Methodologies
  • 2.1 Dynamic Analysis in RS3
  • 2.2 Moment Magnitude, Seismic Moment, Seismic Energy
  • 3 Assessments
  • 4 Results
  • 5 Conclusions
  • References
  • Utilizing Interferometric Synthetic Aperture Radar and Ground-Based Radar Data to Predict Time to Failure and to Calibrate Numerical Models on an Opencast Coal Mine
  • 1 Introduction
  • 2 Methodology
  • 2.1 Data Acquisition and Numerical Modeling
  • 2.2 Inverse Velocity Plots and Data Smoothing
  • 3 Results and Discussion
  • 3.1 Time to Failure Prediction Accuracy and Data Smoothing Techniques
  • 3.2 Numerical Modelling Results
  • 4 Conclusion
  • 4.1 Time to Failure Predictions
  • 4.2 Numerical Model Calibration
  • 4.3 Recommendations
  • References
  • On the Role of Air Flow in Air-Convection Embankments: Insights from Thermal Numerical Modeling
  • 1 Introduction
  • 2 Numerical Modeling
  • 3 Results
  • 4 Discussion
  • 5 Conclusions
  • References.
  • Foundation Engineering 1
  • An Analytical Method for the Calculation of the Shaft Resistance of Axially Loaded Piles in Cohesive-Frictional Soils
  • 1 Introduction
  • 2 The Generalized Coefficient of Earth Pressure
  • 3 Application Example of the Proposed Method
  • 4 Numerical Validation
  • 5 Conclusions
  • References
  • An Analytical Method for Designing Embedded Retaining Walls
  • 1 Introduction
  • 2 The Generalized Coefficient of Earth Pressure
  • 3 Application Example and Numerical Validation
  • 4 Conclusions
  • References
  • Active and Passive Lateral Earth Pressure on Retaining Walls with Broken Sloped Backfill Using Finite Element Limit Analysis
  • 1 Introduction
  • 2 Identification of the Problem and Numerical Simulation
  • 2.1 Problem Statement
  • 2.2 Adaptive Finite Element Limit Analysis (AFELA)
  • 3 Validation
  • 4 Active and Passive Earth Pressure Charts
  • 5 Conclusions
  • References
  • Rock Mass Strength Analysis and Disturbance Factor Estimation of Heterogeneous Rock Masses for the Dam Foundation: A Case Study at Kanarwe River Basin, Kurdistan Region, NE-Iraq
  • 1 Introduction
  • 2 Location
  • 3 Geology and Tectonic Setting
  • 4 Rock Mass Classification
  • 4.1 Discontinuity Survey
  • 4.2 Geomechinal Classification of Rock Mass
  • 5 Results and Discussion
  • 5.1 Rock Mass Strength
  • 5.2 Excavation and Disturbance Factor
  • 6 Conclusion
  • References
  • Analysis of Rock Slope Stability
  • The Conversion of Anisotropic Materials from 3D to 2D in Limit Equilibrium
  • 1 Introduction
  • 1.1 Anisotropy in Limit Equilibrium
  • 1.2 3D Anisotropy in 2D
  • 2 Anisotropy in Limit Equilibrium
  • 2.1 Tolerance Method
  • 2.2 Anisotropy in 2D
  • 2.3 Anisotropic Surfaces
  • 3 Conversion of 3D Anisotropy to 2D
  • 3.1 Equivalent 2D Values of A′ and B′
  • 3.2 Fully Considering the 3D Anisotropy
  • 4 Numerical Example
  • 5 Conclusions
  • References.
  • Analysis of Slope Failure: A Case Study from the Pump House Cut Slope Wall of Lift Irrigation Scheme, Telangana State, India.

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