nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A Case Study of the Collapse of Slender Pillars Affected by Through-Going Discontinuities at a Limestone Mine in Pennsylvania
|
Esterhuizen, Gabriel S. |
|
|
52 |
12 |
p. 4941-4952 |
artikel |
2 |
Advanced Hydraulic Fracture Characterization Using Pulse Testing Analysis
|
Ramos, Juan |
|
|
52 |
12 |
p. 5047-5069 |
artikel |
3 |
Back-Analysis of the Bingham Canyon South Wall: A Quasi-static Complex Slope Movement Mechanism
|
Cambio, D. |
|
|
52 |
12 |
p. 4953-4977 |
artikel |
4 |
Cemented Paste Backfill Geomechanics at a Narrow-Vein Underhand Cut-and-Fill Mine
|
Raffaldi, Michael Jon |
|
|
52 |
12 |
p. 4925-4940 |
artikel |
5 |
Compaction- and Shear-Induced Well Deformation in Tyra: Geomechanics for Impact on Production
|
Schutjens, P. M. T. M. |
|
|
52 |
12 |
p. 5205-5224 |
artikel |
6 |
Determine In-Situ Stress and Characterize Complex Fractures in Naturally Fractured Reservoirs from Diagnostic Fracture Injection Tests
|
Wang, HanYi |
|
|
52 |
12 |
p. 5025-5045 |
artikel |
7 |
Earthquake Surface Rupture: A Brief Survey on Interdisciplinary Research and Practice from Geology to Geotechnical Engineering
|
Avar, B. B. |
|
|
52 |
12 |
p. 5259-5281 |
artikel |
8 |
Effect of Shear Stresses on Pillar Stability: A Back Analysis of the Troy Mine Experience to Predict Pillar Performance at Montanore Mine
|
Garza-Cruz, T. |
|
|
52 |
12 |
p. 4979-4996 |
artikel |
9 |
From Static to Dynamic Stiffness of Shales: Frequency and Stress Dependence
|
Lozovyi, Serhii |
|
|
52 |
12 |
p. 5085-5098 |
artikel |
10 |
From Wellbore Instability and Grain Mixing to Injectivity Reduction
|
Chan, Alvin W. |
|
|
52 |
12 |
p. 5195-5204 |
artikel |
11 |
Introduction to Selected Contributions from the 52nd US Rock Mechanics/Geomechanics Symposium Held in Seattle, Washington from June 17 to 20, 2018
|
Schultz, Richard A. |
|
|
52 |
12 |
p. 4863 |
artikel |
12 |
Investigating Hydraulic Fracturing Complexity in Naturally Fractured Rock Masses Using Fully Coupled Multiscale Numerical Modeling
|
Zhang, Fengshou |
|
|
52 |
12 |
p. 5137-5160 |
artikel |
13 |
Long-Term Stability of a 13.7 × 30.5-m (45 × 100-ft) Undercut Span Beneath Cemented Rockfill at the Turquoise Ridge Mine, Nevada
|
Seymour, Joseph B. |
|
|
52 |
12 |
p. 4907-4923 |
artikel |
14 |
Modeling of Dynamic Rock–Fluid Interaction Using Coupled 3-D Discrete Element and Lattice Boltzmann Methods
|
Gardner, Michael |
|
|
52 |
12 |
p. 5161-5180 |
artikel |
15 |
Multiscale Poromechanical Modeling of Shales Incorporating Microcracks
|
Dubey, Vasav |
|
|
52 |
12 |
p. 5099-5121 |
artikel |
16 |
Multi-scenario Geomechanical Modeling for Investigating Well Deformation in the Deep Overburden Over a Compacting Reservoir in the North Sea
|
Yuan, R. S. |
|
|
52 |
12 |
p. 5225-5244 |
artikel |
17 |
Numerical Modeling of Discrete Fractures in a Field-Scale FORGE EGS Reservoir
|
Riahi, Azadeh |
|
|
52 |
12 |
p. 5245-5258 |
artikel |
18 |
Relaxation Response of Critically Stressed Macroscale Surficial Rock Sheets
|
Collins, B. D. |
|
|
52 |
12 |
p. 5013-5023 |
artikel |
19 |
Risk Evaluation, Design, Implementation, Instrumentation, and Verification for Crown Pillar Extraction at Pinos Altos Mine
|
Kalenchuk, K. |
|
|
52 |
12 |
p. 4997-5011 |
artikel |
20 |
Rock Engineering: Where is the Laboratory?
|
Fairhurst, Charles |
|
|
52 |
12 |
p. 4865-4888 |
artikel |
21 |
Stability Analysis of Rock Structure in Large Slopes and Open-Pit Mine: Numerical and Experimental Fault Modeling
|
Azarfar, Babak |
|
|
52 |
12 |
p. 4889-4905 |
artikel |
22 |
Stress and Deformation in Plastic Mudrocks Overturning in Front of Advancing Salt Sheets; Implications for System Kinematics and Drilling
|
Nikolinakou, Maria A. |
|
|
52 |
12 |
p. 5181-5194 |
artikel |
23 |
The Elasto-Plastic Response of Deep Tunnels with Damaged Zone and Gravity Effects
|
Hedayat, Ahmadreza |
|
|
52 |
12 |
p. 5123-5135 |
artikel |
24 |
Uncertainty in In Situ Stress Estimations: A Statistical Simulation to Study the Effect of Numbers of Stress Measurements
|
Feng, Yu |
|
|
52 |
12 |
p. 5071-5084 |
artikel |