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Ph.D. Thesis on RMi
RMi – A Rock Mass Characterization System For Rock Engineering Purposes
Ph.D. thesis by Arild Palmström
Table of Contents
Opening pages
Summary
2 Rock masses as construction materials
3 Collection of geo-data – limitations and uncertainties
4 The combination of geo-data into a rock mass index
5 Rock masses characterized by the RMi
6 The use of RMi in design of rock support for underground openings
7 RMi parameters applied in prediction of tunnel boring penetration
8 Possible other applications of the RMi in rock mechanics and rock engineering
10 References
APPENDICES
Appendix 1: On joints and jointing
Appendix 2: On faults and weakness zones
Appendix 3: Methods to quantify the parameters applied in the RMi
Appendix 4: An investigation of the quality of various jointing measurements
Appendix 5: Using refraction seismic velocities to characterize jointing
Appendix 6: Description of the tests and data used in the calibration of the RMi
Appendix 7: Collected data on ground conditions and rock support in underground openings
Appendix 8: Collected data on ground condition and TBM boring performance
Appendix 9: A method to estimate the tangential stresses around underground openings
Appendix 10: Symbols used
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