C. Derek Martin

C. Derek Martin's AcademicInfluence.com Rankings

C. Derek Martin

Earth Sciences

#2065

World Rank

#2830

Historical Rank

Geophysics

#270

World Rank

#306

Historical Rank

earth-sciences Degrees

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Earth Sciences

C. Derek Martin's Degrees

PhD Geology University of British Columbia
Masters Geology University of British Columbia
Bachelors Geology University of Manitoba

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C. Derek Martin's Published Works

Number of citations in a given year to any of this author's works

Total number of citations to an author for the works they published in a given year. This highlights publication of the most important work(s) by the author

Published Works

The progressive fracture of Lac du Bonnet granite (1994) (1199)
A clumped particle model for rock (2007) (826)
Seventeenth Canadian Geotechnical Colloquium: The effect of cohesion loss and stress path on brittle rock strength (1997) (600)
Modelling brittle failure of rock (2002) (464)
Fracture initiation and propagation in intact rock – A review (2014) (440)
Hoek-Brown parameters for predicting the depth of brittle failure around tunnels (1999) (435)
The strength of massive Lac du Bonnet granite around underground openings (1993) (421)
Effect of heterogeneity of brittle rock on micromechanical extensile behavior during compression loading (2010) (356)
The excavation damaged zone in clay formations time-dependent behaviour and influence on performance assessment (2007) (249)
Evaluation of Methods for Determining Crack Initiation in Compression Tests on Low-Porosity Rocks (2012) (241)
Quantification of rock mass damage in underground excavations from microseismic event monitoring (2001) (225)
Estimating the potential for spalling around a deep nuclear waste repository in crystalline rock (2009) (218)
RockFall analyst: A GIS extension for three-dimensional and spatially distributed rockfall hazard modeling (2007) (178)
Underground Works In Hard Rock Tunnelling And Mining (2000) (177)
Stress, instability and design of underground excavations (2003) (172)
The strength of hard-rock pillars (2000) (167)
Expected damage from displacement of slow-moving slides (2011) (139)
Rockfall hazard analysis using LiDAR and spatial modeling (2010) (131)
The mechanical behaviour of weak mudstone (Opalinus Clay) at low stresses (2007) (128)
Factors Affecting Crack Initiation in Low Porosity Crystalline Rocks (2014) (123)
Crack initiation stress in low porosity crystalline and sedimentary rocks (2013) (123)
Measurement of in-situ stress in weak rocks at Mont Terri Rock Laboratory, Switzerland (2003) (118)
The Äspö Pillar Stability Experiment: Part II—Rock mass response to coupled excavation-induced and thermal-induced stresses (2009) (109)
Development of a shear zone in brittle rock subjected to direct shear (2008) (95)
A Tensile Model for the Interpretation of Microseismic Events near Underground Openings (1998) (88)
The effect of sample disturbance on laboratory properties of Lac du Bonnet granite (1994) (88)
Recent experiments in hard rocks to study the excavation response: Implications for the performance of a nuclear waste geological repository (1999) (86)
Characterizing in situ stress domains at the AECL Underground Research Laboratory (1990) (84)
Influence of tensile strength on toppling failure in centrifuge tests (2010) (82)
Assessing in situ microcrack damage using ultrasonic velocity tomography (2005) (81)
The Äspö pillar stability experiment: Part I—Experiment design (2009) (80)
Stress heterogeneity and geological structures (1993) (73)
Measurement of spalling parameters from laboratory testing (2010) (68)
Mobilised strength components in brittle failure of rock (2003) (67)
Self-sealing of Fractures in Argillaceous Formations in the Context of Geological Disposal of Radioactive Waste (2010) (66)
Cohesion degradation and friction mobilization in brittle failure of rocks (2018) (65)
Core disking and its relationship with stress magnitude for Lac du Bonnet granite (2010) (65)
Modelling a mine-by test at the Mont Terri rock laboratory, Switzerland (2007) (63)
Evolution of In Situ Rock Mass Damage Induced by Mechanical–Thermal Loading (2012) (55)
In-situ stress and microcracking in granite cores with depth (2012) (53)
Developing an early warning system for a very slow landslide based on displacement monitoring (2016) (52)
Quantitative risk assessment of slope hazards along a section of railway in the Canadian Cordillera—a methodology considering the uncertainty in the results (2016) (49)
Comparison of borehole breakouts from laboratory and field tests (1994) (47)
Analysis of a rock slide stabilized with a toe-berm: a case study in British Columbia, Canada (2004) (42)
Modeling the progressive failure of hard rock pillars (2018) (42)
Effect of jet-grouting on surface settlements above the Aeschertunnel, Switzerland (2006) (37)
Overcoring in highly stressed granite— the influence of microcracking (1990) (37)
Probabilistic estimation of rockfall height and kinetic energy based on a three-dimensional trajectory model and Monte Carlo simulation (2015) (34)
Evaluation of Tensile Young’s Modulus and Poisson’s Ratio of a Bi-modular Rock from the Displacement Measurements in a Brazilian Test (2018) (34)
Complex Earth Slides in the Thompson River Valley, Ashcroft, British Columbia (2007) (33)
Potential role of acoustic emission/microseismicity investigations in the site characterization and performance monitoring of nuclear waste repositories (1993) (32)
Before the Frank Slide (2007) (32)
Single fluid jet-grout strength and deformation properties (2006) (32)
Brittle failure of rock materials: test results and constitutive models (1996) (31)
Stress Path And Instability Around Mine Openings (1999) (29)
Confidence intervals for In Situ stress measurements (1990) (28)
Self-sealing of fractures in argillaceous formations in context with the geological disposal of radioactive waste, OECD/NEA report 6184 (2010) (28)
Slope Stability Analysis using Equivalent Mohr–Coulomb and Hoek–Brown criteria (2019) (28)
An Investigation on the Fabric Type Dependency of the Crack Damage Thresholds in Brittle Rocks (2015) (27)
Movement triggers and mechanisms of two earth slides in the Thompson River Valley, British Columbia, Canada (2008) (27)
Predicting ground conditions ahead of the tunnel face by vector orientation analysis (2005) (25)
Seven years of in situ stress measurements at the URL; an overview (1990) (25)
Simulation of the Mechanical Behavior of Discontinuous Rock Masses Using a Bonded-particle Model (2004) (25)
Analysis of a rock slope with internal dilation (1984) (24)
Back Analysis of Rock Mass Displacements Around a Deep Shaft Using Two- and Three-Dimensional Continuum Modeling (2016) (24)
Factor of safety of strain-softening slopes (2020) (24)
Quantifying weather conditions for rock fall hazard management (2015) (21)
Failure Observations And In Situ Stress Domains At the Underground Research Laboratory (1989) (21)
A web-based GIS for managing and assessing landslide data for the town of Peace River, Canada (2009) (20)
Dilation and Spalling in Axially Compressed Beams Subjected to Bending (2010) (20)
A three-dimensional equivalent continuum constitutive model for jointed rock masses containing up to three random joint sets (2012) (20)
Application of Flattened Brazilian Test to Investigate Rocks Under Confined Extension (2018) (20)
Interpretation of UCS Test Results for Engineering Design (2015) (20)
Development and application of a quantitative risk assessment to a very slow moving rock slope and potential sudden acceleration (2016) (20)
38 – The Atomic Energy of Canada Limited Underground Research Laboratory: An Overview of Geomechanics Characterization (1993) (19)
Monitoring Progressive Failure Around a Tunnel In Massive Granite (1995) (18)
A Discrete Element Damage Model For Rock Slopes (2007) (18)
Characterizing rock mass deformation mechanisms during plate load tests at the Bakhtiary dam project (2012) (18)
Overcoring in highly stressed granite: Comparison of USBM and modified CSIR devices (1991) (17)
Comparison of Terrestrial-based, High Resolution, LiDAR And Digital Photogrammetry Surveys of a Rock Slope (2007) (15)
Rockslide run-out prediction from distinct element analysis (2009) (14)
Ground response of closely spaced twin tunnels constructed in heavily overconsolidated soils (2016) (14)
Rock fall hazard control along a section of railway based on quantified risk (2017) (14)
Impact of the initial crack volume on the intact behavior of a bonded particle model (2020) (13)
Creep behaviour of intact and remoulded fibrous peat (2017) (13)
Evaluating the Effect of Fiber Reinforcement on the Anisotropic Undrained Stiffness and Strength of Peat (2014) (13)
Estimating the size and travel distance of Klapperhorn Mountain debris flows for risk analysis along railway, Canada (2008) (13)
Sleeve-fracturing limitations for measuring in situ stress in an anisotropic stress environment (2003) (12)
Methodology For Estimation of Excavation Damaged Zone Around Tunnels In Hard Rock (2007) (12)
Asymmetric borehole breakouts at the URL (1995) (11)
The role of convergence measurements in characterizing a rock mass (1996) (11)
Effect of gas bubbles on pore pressure response in peat beneath a railway embankment (2016) (11)
Brittle Rock Strength Failure: Laboratory And In Situ (1995) (11)
The 2007 Fox Creek landslide, Peace River Lowland, Alberta, Canada (2010) (10)
Application of the Christensen Failure Criterion to Intact Rock (2016) (10)
Scale Effects in a Synthetic Rock Mass (2011) (10)
Estimating in-situ stress magnitudes from core disking (2006) (10)
Monitoring the excavation-induced response of granite (1992) (10)
A century of risk management at the Frank Slide, Canada (2006) (10)
Modelling Dilation in Brittle Rocks (2004) (10)
Grout field trials in outwash sands (2004) (10)
Dilatancy of clay shales and its impact on pore pressure evolution and effective stress for different triaxial stress paths (2015) (9)
Landslides: Seeing the ground (2008) (9)
Hazard ranking for railway transport of dangerous goods in Canada (2017) (9)
An analytical model for strength of jointed rock masses (2019) (9)
A Digital Approach For Integrating Geotechnical Data And Stability Analyses (2007) (8)
Thermally induced pore pressure response in peat beneath a railway embankment (2016) (8)
Stability Analysis of Slopes with Spatially Variable Strength Properties (2019) (8)
Application of Digital Image Correlation Technique for Measurement of Tensile Elastic Constants in Brazilian Tests on a Bi-Modular Crystalline Rock (2018) (8)
Hydro‐mechanical response of Opalinus Clay during excavation works – a synopsis from the Mont Terri URL (2015) (8)
Characterization of Locked Sand from Northeastern Alberta (2008) (8)
Monitoring the geomechanical and hydrogeological response in granite for AECL Research's Buffer/Container Experiment (1992) (8)
Canadian main track derailment trends, 2001 to 2014 (2017) (8)
Progressive Failure Mechanisms in a Slope Prone to Toppling (2011) (7)
Assessing the stability of a natural slope (2013) (6)
Microfracture characterization of shale constrained by mineralogy and bedding (2021) (6)
Role of 3D Topography in Rock Fall Trajectories and Model Sensitivity to Input Parameters (2013) (6)
Behaviour of Weak Shales in Underground Environments (2016) (6)
A 3D Grain Based Model for Characterizing the Geometric Heterogeneity of Brittle Rock (2013) (5)
The Role of Capillary Suction and Dilatancy on the Interpretation of the Confined Strength of Clay Shales (2015) (5)
Evaluating the impact of ballast undercutting on the roughness of track geometry over different subgrade conditions (2018) (5)
Numerical simulation of the mechanical behavior of discontinuous rock masses (2004) (5)
The Direct and Brazilian Tensile Strength of Rock In the Light of Size Effect and Bimodularity (2014) (5)
An Evaluation of Real-Time Deformation Monitoring Using Motion Capture Instrumentation and Its Application in Monitoring Railway Foundations (2011) (5)
Ground Deformations Above a Large Shallow Tunnel Excavated Using Jet Grouting (2004) (5)
Preliminary approach for prioritizing resource allocation for rock fall hazard investigations based on susceptibility mapping and efficient three-dimensional trajectory modelling (2019) (5)
Effect of Stress Path on the Failure Envelope of Intact Crystalline Rock at Low Confining Stress (2020) (5)
Quantification of the Settlement of an Embankment Constructed on Peat due to the Expulsion of Gases (2017) (4)
Quantifying Drilling-Induced Damage in Samples of Lac du Bonnet Granite (1994) (4)
In-situ Stress Estimation Using Crack Closure Energy In Crystalline Rock (2007) (4)
Numerical approach for a rock mechanics descriptive model (2006) (4)
Some Fundamental Hydro-Mechanical Processes Relevant for Understanding the Pore Pressure Response around Excavations in Low Permeable Clay Rocks (2015) (4)
Hazard analysis of an active slide in the Thompson River Valley, Ashcroft, British Columbia, Canada (2008) (3)
Design procedure for landslide stabilization using sheet pile ribs (2019) (3)
Transferring the Geomechanical Behaviour of Opalinus Clay Observed in Lab Tests and Mont Terri URL to Assess Engineering Feasibility at Potential Repository Sites (2015) (3)
Volumetric Changes and Point of Saturation around a Pressuremeter Probe Used in Unsaturated Soils (2015) (3)
Movement behaviour of the Little Chief Slide (2011) (3)
A Review of Methods for Estimating Ballast Degradation Using Ground-Penetrating Radar (2018) (3)
Experience With a New LVDT-Cell to Measure In-situ Stress From an Existing Tunnel (2012) (3)
An Examination of the Conditions Causing Subhorizontal Hydraulic Fractures In a Highly Stressed Granite Batholith (1991) (3)
Strength of Intact Rock Containing Flaws (2013) (3)
GROUNDWATER AND MOVEMENTS OF EARTH SLIDES IN THE THOMPSON RIVER VALLEY (2006) (2)
In situ stress compared to structures in Lac du Bonnet Batholith, Manitoba, Canada (1991) (2)
Numerical Analysis of Plate-Load Test Results on Fractured Rocks Using an Equivalent-Continuum Model: Case Study of the Bakhtiary Dam Site (2015) (2)
In Situ Test on Dynamic Response of Single Surface Slope (2015) (2)
SKB's Äspö Pillar Stability Experiment, Sweden (2004) (2)
Evaluating the Equivalency Between Track Quality Indices and the Minimum Track Geometry Threshold Exceedances Along a Canadian Freight Railway (2016) (2)
Findings From Large Scale In-situ Experiments to Establish the Initiation of Spalling (2012) (2)
Evaluating the sensitivity of low-frequency ground-penetrating radar attributes to estimate ballast fines in the presence of variable track foundations through simulation (2018) (2)
Evaluating the Effect of Topography On Rock Fall Process Using LiDAR (2009) (1)
Quantifying In-Situ Stress And Its Role In Repository Design (2004) (1)
Rock Mass Yielding In the Aspo Pillar Stability Experiment (2007) (1)
ROCK FALL HAZARD ASSESSMENT ALONG RAILWAYS USING GIS (2004) (1)
Groundwater Transport Characteristics of Fracture Zones in a Granite Batholith (1993) (1)
Comparison of the Minimum Horizontal Stress From Overcoring And Hydraulic Fracturing At Forsmark, Sweden (2009) (1)
An analysis of laboratory and long-term rock strength using a sliding crack model (1995) (1)
Rock Mechanical Considerations Associated With the Construction of a Deep Nuclear Waste Disposal In Clay Rock (2012) (1)
Modeling the Äspö Pillar stability experiment (2010) (1)
Evaluating the Design Risks for Deep Underground Excavations Using Information from Surface Based Drill Holes (2010) (1)
The spatial correlation between track roughness and ground-penetrating radar inferred ballast degradation (2018) (1)
Experimental determination of spalling initiation in hard rock (2010) (1)
Determination of permeability of overconsolidated clay from pressuremeter pressure hold tests (2018) (1)
Risk management of large rock slopes – state of practice (2010) (1)
Numerical Evaluation of Excavation Damage Zone Around Tunnels by Using Voronoi Joint Models (2008) (1)
An overview of the Canadian Railway Ground Hazard Research Program (1)
Investigations of the groundwater transport characteristics of a large fracture zone in a granite batholith at different size scales (2020) (1)
Independent Analysis of Seismicity and Rock fall Scenarios for the Yucca Mountain Repository (2006) (1)
Stability Analysis of a Bedded Weak Rock Slope (2018) (1)
Application of the Observational Method in the Äspö Expansion Project (2014) (1)
Hydraulic underground mining of oil sands : The next big step? (2001) (1)
Mitigation of Landfill Leachate Incorporating In-Series Constructed Wetlands of a Closed-Loop Design (2020) (0)
Support of Rock Cuts at Washington-Dulles International Airport (2008) (0)
Characterization of creep movements at the Little Chief Slide, BC (2008) (0)
Difficulties in Interpreting Ballast Degradation Level Estimates from Synthetic Ground-Penetrating Radar Data (2016) (0)
A Comparison of the Normal Stress And Hydraulic Conductivity Coupling For Fractures In the Laboratory And In-situ (2010) (0)
Effect of disturbance on the progressive failure process of Eastern Himalayan Gneiss (2022) (0)
Creep behaviour of intact and remoulded fibrous peat (2017) (0)
Influence of Joint Stiffness in Back Analysis of Rock Tensile Strength Using Slope Model (2016) (0)
Interpreting In-situ Stress Measurements Using Geological Models, Sweden (2007) (0)
A Large Diameter Triaxial Apparatus to Measure Pore Pressure and Displacements on a Pre-existing Shear Zone/Plane (2007) (0)
Operator/service team cuts cost of completing marginal gas wells (1995) (0)
Implementation of TM modeling as an alternative for fully coupled THM models (2006) (0)
Program cuts gas well drilling/completion costs (1996) (0)
Design acceptance criteria for operating open-pit slopes: An update (2020) (0)
Estimating Soil Properties Using Deformations Associated with Deep Excavations (2010) (0)
A New Approach for Applying Confining Stress to a Bonded-Particle Model (2015) (0)
Estimating Lateral Support Pressure For Rock Cuts At Washington-Dulles International Airport Expansion (2007) (0)
Numerical Analysis of Hard Rock Pillars using the Cohesion Weakening Friction Strengthening Model (2015) (0)
E ﬀ ect of Stress Path on the Failure Envelope of Intact Crystalline Rock at Low Conﬁning Stress (2020) (0)
Experiences From In-situ Stress Measurement Campaigns For a Nuclear Waste Repository In Sweden (2009) (0)
Rock Engineering Challenges for Extending the Forsmark SFR, Sweden (2013) (0)
An Investigation Into Factors Contributing to Movement of a Slow-Moving Rockslide at the Revelstoke Dam, British Columbia (2017) (0)
GROUND HAZARD ASSESSMENT USING PROCESS MODELS AND GIS (2008) (0)
Core Disking Observations and In-Situ Stress Magnitudes (2013) (0)
Geology, Technology And Site Characterisation (2007) (0)
Rock mass softening due to damage quantified by microseismicity (2020) (0)
Stress variability and the design of the Äspö Pillar Stability Experiment (2020) (0)

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What Schools Are Affiliated With C. Derek Martin?

C. Derek Martin is affiliated with the following schools:

University of Alberta