Müller lecture: Puzzles in rock

9th ISRM Congress

Volumn , Issue , 1999, Pages 1707-1740

  Einstein, Herbert H ^a   Meyer, Thomas ^a  

^a MASSACHUSETTS INSTITUTE OF TECHNOLOGY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

GROUNDWATER; ROCK MECHANICS;

ENGINEERING PROBLEMS; FRACTURED ROCK MASS; MAJOR FACTORS; MECHANICAL POINTS; NATURAL PROCESS; ROCK ENGINEERING;

ROCKS;

EID: 85044171756     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (23)

1. Aristorenas, G. 1992. Time Dependent Behavior of Tunnels Excavated in Shale, Ph.D. Thesis, Massachusetts Institute of Technology, Cambridge, MA.
2. Aristorenas, G.V.; Einstein, H.H. 1993. Numerical Investigation of Underpressures Occurring at Wellenberg, NAGRA, Interner Bericht, NIB 97-106.
3. Bellwald, P. 1990. A Contribution to the Design of Tunnels in Argillaceous Rocks. Ph.D. Thesis, Massachusetts Institute of Technology, Cambridge, MA.
4. Bellwald, P.; Einstein, H.H. 1987. "Elasto Plastic Constitutive Model", Proc. 6th International Congress of the ISRM, Montreal.
5. Bobet, A. 1997. Fracture Coalescence in Rock Materials: Experimental Observations and Numerical Predictions, Ph.D. Thesis, Massachusetts Institute of Technology, Cambridge, MA.
6. Bobet, A.; Einstein, H.H. 1998. "Fracture Coalescence in Rock-type Materials under Uniaxial and Biaxial Compression", Int'I. Jrnl.for Rock Mechanics and Mining Sciences, Vol. 35, No. 7, 863-888.
7. Brace, W.; Bombolakis, E. 1963. "Crack Growth in Compression". J. Of Geophysical Research, Vol. 68.(12), pp. 3709-3713.
8. Chan, H.C.M. 1986. Automatic Two-dimensional Multi-Fracture Propagation Modelling of Brittle Solids with Particular Application to Rock, Ph.D. Thesis, Massachusetts Institute of Technology, Cambridge, MA.
9. Chen, A.G. 1996. The Swelling Behavior of Clay Sulfate Rocks, M.Sc. Thesis, Massachusetts Institute of Technology, Cambridge, MA.
10. Christian, J.T.; Ladd, C.C.; Baecher, G. B. 1994. Reliability Applied to Slope Stability Analysis. ASCEJrnl. OfGeot. Eng. Vol. 10, No. 12.
11. Dershowitz, W.S.; Herda, H. H. 1992. "Interpretation of Fracture Spacing and Intensity", Proc. 32nd U.S. Rock Mechanics Symposium, Santa Fe.
12. Einstein, H.H.; Veneziano, D.; Baecher, G.B.; O'Reilly, K.J. 1983. "The Effect of Discontinuity Persistence on Rock Slope Stability", International Journal of Rock Mechanics and Mining Sciences, Vol. 20, No. 5, pp. 227-236.
13. Horii, H; Nemat-Nasser, S. 1985. "Compression-induced microcrack growth in brittle solids: axial splitting and shear failure," Journal of Geophysical Research, 90 (B4), pp. 3105-3125.
14. International Society for Rock Mechanics. 1983. Characterization of Swelling Rock
15. Ivanova, V. M.; Yu, X.; Veneziano, D.; Einstein, H. 1995. Development of Stochastic Models for Fracture Systems", Proc-. 35th U.S. Rock Mechanics Symposium. Lake Tahoe
16. Ivanova, V. M. 1998. Geologic and Stochastic Modeling of Fracture Systems in Rocks, Ph.D. Thesis, Massachusetts Institute of Technology, Cambridge, MA.
17. Lajtai, E.Z. 1969. Strength of discontinuous rocks in shear. Géotechnique 19 (2), pp. 218-233.
18. Martinez, A. 1999. Fracture Coalescence in Natural Rocks. M.Sc. Thesis, Massachusetts Institute of Technology, Cambridge, MA.
19. Meyer, T.; Ivanova, M.V.; Einstein, H.H. 1999. "Geologic Stochastic Fracture Modelling of Fracture Systems Related to Crustal Faulting", Proc. Of the 9,h Int'l. Congress of the ISRM, Paris.
20. NAGRA. 1995. Geophysical Investigations at Wellenberg, NAGRA Bulletin, No. 26
21. Rziha, F.V. 1867; reproduced 1986. Lehrbuch der Gesammten Tunneilbaukunst, Emst & Korn (Glückauf
22. Sun Jun; Zhang De-xing; Li; Cheng-jiang 1986. "The Coupled-Creep Effect of Pressure Tunnels Interacting with its Water-Osmotic Swelling Viscous Elasto-Plastic Surrounding Rocks". Proc, Peking.
23. Vinard, P. 1998. Generation and Evolution of Hydraulic Underpressures in a Marl-Shale Aquitard at Wellenberg, Central Switzerland. Ph.D. Thesis Univ. Of Neuchâtel, Switzerland.