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Title of Journal: Rock Mech Rock Eng

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Abbravation: Rock Mechanics and Rock Engineering

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Springer Vienna

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DOI

10.1016/0002-9394(81)90570-5

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1434-453X

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ISRM Suggested Method for Monitoring Rock Displace

Authors: Norikazu Shimizu Shinichiro Nakashima Tomohiro Masunari
Publish Date: 2013/12/04
Volume: 47, Issue: 1, Pages: 313-328
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Abstract

Monitoring rock displacements is important to understanding the behavior of a rock mass and to assessing its stability The Global Positioning System GPS is a satellitebased positioning system developed in the USA it was established as a navigation system and then as a method for long baseline surveys eg HoffmanWellenhof et al 2001 The Survey Advisory Board and the Public Land Survey Office for State of Washington Department of Natural Resources 2004 Misra and Enge 2006 GPS has the potential to monitor threedimensional displacements over an extensive area with high accuracy It began to be used for displacement monitoring in the mid1980s in the fields of civil and mining engineering and other related fields eg Chrzanowski and Wells 1988 Burkholder 1988 1989 Since then practical applications have been performed by many researchers eg Hudnut and Behr 1998 Gili et al 2000 Malet et al 2002 Kim et al 2003 Taşçi 2008 and some guidelinesThe authors referred to several texts guidelines and home pages in addition to those listed in the references here for the fundamental and applied GPS in order to prepare this Suggested Method They wish to express their sincere appreciation to the authors of all the referenced publications


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Other Papers In This Journal:

  1. Development of Rock Engineering Systems-Based Models for Flyrock Risk Analysis and Prediction of Flyrock Distance in Surface Blasting
  2. Borehole Instability in Malmberget Underground Mine
  3. The Use of Infrared Thermography for Porosity Assessment of Intact Rock
  4. A nonlinear criterion for triaxial strength of inherently anisotropic rocks
  5. Modeling of Shales in Salt-Hydrocarbon Systems
  6. An Example of Realistic Modelling of Rock Dynamics Problems: FEM/DEM Simulation of Dynamic Brazilian Test on Barre Granite
  7. Comprehensive Stability Evaluation of Rock Slope Using the Cloud Model-Based Approach
  8. Wear Performance of Saw Blades in Processing of Granitic Rocks and Development of Models for Wear Estimation
  9. Determination of Poisson’s Ratio of Rock Material by Changing Axial Stress and Unloading Lateral Stress Test
  10. Hollow Cylinder Simulation Experiments of Galleries in Boom Clay Formation
  11. Micromechanical Modelling of Stress Waves in Rock and Rock Fractures
  12. Determination of Geometrical and Structural Representative Volume Elements at the Baihetan Dam Site
  13. Determination of Geometrical and Structural Representative Volume Elements at the Baihetan Dam Site
  14. Microseism Induced by Transient Release of In Situ Stress During Deep Rock Mass Excavation by Blasting
  15. Some Open Issues on Rockfall Hazard Analysis in Fractured Rock Mass: Problems and Prospects
  16. Connectivity of Three-Dimensional Fracture Networks: A Case Study from a Dam Site in Southwest China
  17. Evaluating Variability and Uncertainty of Geological Strength Index at a Specific Site
  18. Hybrid Finite-Discrete Element Simulation of the EDZ Formation and Mechanical Sealing Process Around a Microtunnel in Opalinus Clay
  19. Experimental Anelastic Strain Recovery Compliance of Three Typical Rocks
  20. Significance of Geological Parameters for Predicting Water Inflow in Hard Rock Tunnels
  21. A Morphological Visualization Method for Removability Analysis of Blocks in Discontinuous Rock Masses
  22. Analysis of the Thermal and Hydraulic Stimulation Program at Raft River, Idaho
  23. Effects of Heat Shock on the Dynamic Tensile Behavior of Granitic Rocks
  24. New Rapid Evaluation for Long-Term Behavior in Deep Geological Repository by Geotechnical Centrifuge. Part 1: Test of Physical Modeling in Near Field Under Isotropic Stress-Constraint Conditions
  25. Slope Failures in the Opencast Coal Mines of Wardha Valley Coalfield in Central India: A Study
  26. System Reliability Assessment for a Rock Tunnel with Multiple Failure Modes
  27. Numerical Assessment of the Progressive Rock Fracture Mechanism of Cracked Chevron Notched Brazilian Disc Specimens
  28. Algorithmic Simulation of Flow in Rock Fractures

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