Eurocode 7 and Rock Engineering: Current Problems and Future Opportunities | 1.000 | OnePetro | |
Assessment of Characteristic Failure Envelopes for Intact Rock using Results from Triaxial Tests | 1.000 | OnePetro | |
On the Applicability of the Eurocode 7 Partial Factor Method for Rock Mechanics | 1.000 | OnePetro | |
EC7 and the Application of Analytical and Empirical Models to Rock Engineering | 1.000 | OnePetro | |
Spread Foundations and Slope Stability Calculations on Rocks According to Eurocode EC-7 | 1.000 | OnePetro | |
Ultimate and Serviceability State Design using the Same Partial Safety Factor of Contact Pressure For Strip Foundation Loaded by Column Loads | 1.000 | OnePetro | |
Critical Review of EC7 Concerning Prescriptive Measures for Rock Mechanics Design | 1.000 | OnePetro | |
Reliability Against Translational Slip of Rock Slopes Designed According to Eurocode 7 | 1.000 | OnePetro | |
Critical Review of Eurocode-7 Regarding Monitoring Rock Masses by Field Instrumentation: Devices and Data Analysis | 1.000 | OnePetro | |
Critical Review of Eurocode-7 Regarding Rock Mass Characterization | 1.000 | OnePetro | |
How to Refine the Observational Method as Described in EC7 in Applied Rock Mechanics | 1.000 | OnePetro | |
The Approach to Rock Engineering in Spanish Normative Documents | 1.000 | OnePetro | |
Some Key Issues Regarding Application of Eurocode 7 to Rock Engineering Design | 1.000 | OnePetro | |
Characteristic Strength of Anisotropic Rock | 1.000 | OnePetro | |
Application of the Observational Method in the Äspö Expansion Project | 1.000 | OnePetro | |
Design of Rock Dowels using Numerical Analysis and Eurocode 7 | 1.000 | OnePetro | |
A Preliminary Evaluation of an Enhanced FDEM Code as a Tool to Simulate Hydraulic Fracturing in Jointed Rock Masses | 1.000 | OnePetro | |
Dependency of Deformability, Strength and Failure Characteristics of Clay Shales on Total Suction | 1.000 | OnePetro | |
Drilling Optimization Based on a Geomechanical Analysis using Probabilistic Risk Assessment, A Case Study from Offshore Iran | 1.000 | OnePetro | |
A Coupled XFEM-HM Method for Fracture Dynamics and Groundwater Flow in Geological Porous Medium | 1.000 | OnePetro | |
Shale Geomechanics: Optimal Multi-Stage Hydraulic Fracturing Design for Shale and Tight Reservoirs | 1.000 | OnePetro | |
Fracture Properties After Hydraulic Stimulation in Low-Permeability Sediments (Genesys-Project) | 1.000 | OnePetro | |
Geomechanical Study With Outcrop Samples to Improve Drilling Performance for an Exploration Well in Northwest Africa | 1.000 | OnePetro | |
Effects Of Reservoir Development on the Well Casing Behavior | 1.000 | OnePetro | |
Hydro-Mechanical Coupling in Zero-Thickness Interface Elements, Formulation and Applications in Geomechanics | 1.000 | OnePetro | |
Behavior of a Fractured Reservoir Over Time Based on Geomechanical Modeling | 1.000 | OnePetro | |
Hydraulic Fracturing of a Devonian Slate under Confining Pressure – With Emphasis on Cleavage Inclination | 1.000 | OnePetro | |
Hydraulic Fracture Propagation under Steady State Fluid Flow | 1.000 | OnePetro | |
Effect of Supercritical CO₂ on the Corvio Sandstone in a Flow-Thru Triaxial Experiment | 1.000 | OnePetro | |
Anisotropic Mechanical Properties of Shales and the Influences on Hydraulic Fractures | 1.000 | OnePetro | |
Constraining the Magnitudes of Maximum and Minimum Horizontal Stresses from Borehole Breakouts – A Comparison Between Different Rock Failure Criteria | 1.000 | OnePetro | |
Numerical Modeling of Composite Bilaminate Materials as an Analog for Strength Variation in Anisotropic Shale Formations | 1.000 | OnePetro | |
Fracture Mechanical Evaluation of Hydraulic Fracturing Laboratory Experiments | 1.000 | OnePetro | |
Assessing the Permeability Anisotropy of Claystone by Pulse Test Methods | 1.000 | OnePetro | |
QA/QC on Physical and Mechanical Rock Properties Relevant for Geomechanical Analysis | 1.000 | OnePetro | |
Coupled Hydro-Mechanical Simulations Demonstrate System Integrity at the Ketzin Pilot Site for CO₂ Storage, Germany | 1.000 | OnePetro | |
Cements of Improved Sealing Capacity in CO₂ Geological Storage | 1.000 | OnePetro | |
Geomechanical Simulation of the Injection of CO₂ Into Saline Aquifers with Respect to Risk Assessment | 1.000 | OnePetro | |
Laboratory Simulation of CO₂ Injection in Sandstones and Sands for Improved Seismic Monitoring of CO₂ Reservoirs | 1.000 | OnePetro | |
Application of Transient Methods to the Assessment of Permeability of Well Cements | 1.000 | OnePetro | |
Prediction of Rock Strength with Matrix Acidizing Stimulation and Induced Wormhole by Computational Simulation Methods | 1.000 | OnePetro | |
Revise of Cavern’s Axis Azimuth in Azad Pumped Storage Project | 1.000 | OnePetro | |
Analysis of a Deep-Seated Slope Movement in a Marly-Arenaceous Formation | 1.000 | OnePetro | |
Rock Strength Assessment and Structural Features Analysis on Rocky Coasts | 1.000 | OnePetro | |
Comparison of Disc Cutter Consumptions in two Tunnelling Machines due to Wearing in two Tunnels Partially Built in Ortogneis | 1.000 | OnePetro | |
Protecting Roofing Slates against Oxidation: Analysis of the Chemical Interaction between Protective Treatments and Pyrite | 1.000 | OnePetro | |
Influence of Model Selection, Constitutive Behavior Assignment and Parametric Sensitivity on Tunnel, Cavern and Pillar EDZ Assessment for a Long-Term Deep Geological Repository | 1.000 | OnePetro | |
Protective Treatments Against Pyrite and Pyrrhotite Oxidation In Roofing Slates | 1.000 | OnePetro | |
Evaluation of the Effectiveness of a new Nanoconsolidant in Granitic Rocks | 1.000 | OnePetro | |
Analysis of Potential Rockfalls and Protection Measures for the Mardin Castle, Turkey | 1.000 | OnePetro | |
Rock Mass Characterization by Means of Advanced Survey Methods | 1.000 | OnePetro | |
Representation of Rock Discontinuities in Safety Analysis of Large Dams | 1.000 | OnePetro | |
Foundations on Rock Masses | 1.000 | OnePetro | |
The Impact of Brittle Behaviour of Rocks on Tunnel Excavation Design | 1.000 | OnePetro | |
Case Histories of Rock Engineering Projects in China | 1.000 | OnePetro | |
Artificial Neural Network (ANN) Based Model for Predicting of Overall Strength of Volcanic Bimrock | 1.000 | OnePetro | |
Quantifying the Discrepancy in Preloads Estimated by Acoustic Emission and Deformation Rate Analysis | 1.000 | OnePetro | |
A New Rheological Hardening Model for Prediction of Creep Deformation of Rock Samples | 1.000 | OnePetro | |
Energy Analyses of Uniaxial Impact Compressive Tests for Coalmine Sandstone after Cyclic Wetting and Drying | 1.000 | OnePetro | |
A Lab-Testing Based Geomechanical Characterization of Metamorphic Rocks Focusing on Post-Failure Behavior | 1.000 | OnePetro | |
A New Approach of Limit Equilibrium Models for Rock Joints | 1.000 | OnePetro | |
Effect of Loading Rate on Fracture Behaviour of Rock Materials | 1.000 | OnePetro | |
Development of Testing Methods of Thin Spray-on Liner Shear-Bond Strength | 1.000 | OnePetro | |
Temperature-Confining Pressure Coupling Effects on the Permeability of Three Rock Types Under Triaxial Compression | 1.000 | OnePetro | |
Proposal of a New Rock Creep Model | 1.000 | OnePetro | |
Correlations Between Static and Dynamic Elastic Modulus of a Calcarenite Heated at Different Temperatures | 1.000 | OnePetro | |
Dynamic Fracture Behavior of Cubic and Core Specimens under Impact Load | 1.000 | OnePetro | |
Biot’s Effective Stress Coefficient of Rocks for Peak and Residual Strengths by Modified Failure Envelope Method | 1.000 | OnePetro | |
Correlation of direct and indirect tensile tests for use in the Hoek-Brown constant mi | 1.000 | OnePetro | |
Effect of Infill Thickness on Shear Behaviour of Jointed Rock Under CNS Conditions | 1.000 | OnePetro | |
Textural Anisotropies Characterization of Granitic Rocks using P-Wave Velocities | 1.000 | OnePetro | |
Deformation Behavior and Shear Wave Velocity under Confined Triaxial Extension Stress | 1.000 | OnePetro | |
Estimation of Rock Mass Deformation Modulus using a Bayesian Approach | 1.000 | OnePetro | |
Prediction of the Mechanical Compressive Behavior of Granite using Intelligent Tools | 1.000 | OnePetro | |
The Influence of Microwave Radiation on Hard Rocks as in Microwave Assisted Rock Breakage Applications | 1.000 | OnePetro | |
Considerations on the Laboratory Estimate of the Basic Friction Angle of Rock Joints | 1.000 | OnePetro | |
Failure Behaviour and Acoustic Emission Pattern of Slate and Mica Schist in Uniaxial Loading | 1.000 | OnePetro | |
A Detailed Look at Pre-Peak Dilatancy in a Granite – Determining “Plastic” Strains from Laboratory Test Data | 1.000 | OnePetro | |
Experimental Evaluation of the Fracture Toughness on a Limestone | 1.000 | OnePetro | |
The Static and Dynamic Elasticity Parameters of Laminated Silty-Clay Shales at the Simulated Depth up to 4 Km | 1.000 | OnePetro | |
Identification of the Dependency to Water Content of the Mechanical Properties of Channel Tunnel Chalk | 1.000 | OnePetro | |
Upscaling Elastic Moduli in Copenhagen Limestone | 1.000 | OnePetro | |
A Rock Mass Elastic Modulus Estimation using Mae Moh Mine’s Large Scale Experiment Data | 1.000 | OnePetro | |
Damage Detection of Rocks under Conventional Triaxial Compression | 1.000 | OnePetro | |
Slit Local Stress Relieving and its Application to Unloading Zonation of Rock Excavation Surface | 1.000 | OnePetro | |
Petrophysical Interpretation of Mechanical Behaviour of Ornamental Stones from Galicia (Spain) | 1.000 | OnePetro | |
Measurement of the Basic Friction Angle of Rock by Three Different Tilt Test Methods | 1.000 | OnePetro | |
Reversible Deformation Phenomena of a High Stressed Rock Samples | 1.000 | OnePetro | |
Applicability of Acoustic Emission Technique for Vertical Stress Determination in Mine Pillars | 1.000 | OnePetro | |
X-Ray Fluorescence Methods for the Recognition of Minerals and Rocks. Application to Granite | 1.000 | OnePetro | |
Laboratory Analysis of Thermal Fatigue in Limestone | 1.000 | OnePetro | |
Identification of Rheological Behavior of Salt Rock at Elevated Temperature, Case Study: Gachsaran Evaporative Formation, Iran | 1.000 | OnePetro | |
Evolution of Damage on Tensile Fracturing of Rock by Means of Elastic Ultrasonic Wave Velocity | 1.000 | OnePetro | |
The Effect of Cyclic Loading Amplitude and Notch Crack Inclination Angle on the Fracture Toughness Test on Brisbane Tuff-Multiple Factorial Analyses | 1.000 | OnePetro | |
Abu Hamour, TBM Launch Shaft – A Rock Mass Classification Attempt for a Deep Shaft in Doha, Qatar | 1.000 | OnePetro | |
Understanding the Boundary Effects by Means of Numerical Modelling when Performing Punching Test on Small Samples | 1.000 | OnePetro | |
Fracturing and Indirect Tensile Strength of Brittle and Ductile Rocks | 1.000 | OnePetro | |
Geotechnical Characterization of Low Strength Anisotropic Rocks in the Strait of Gibraltar Area | 1.000 | OnePetro | |
Shapes of Failure in Collapsible Materials | 1.000 | OnePetro | |
Experimental Relationships Among Strength Parameters in Monoaxial Loading Conditions for Porous Effusive Rocks | 1.000 | OnePetro | |