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Alberto S. Nieto Ghiassi, Kamran 2015-09-25T21:05:00Z 2015-09-25T21:05:00Z 10000-01-01 1998 1998 This work has proven the significant role of tensile failure in fracture process of asperities under direct shear loading. The result of this work can be combined with future research to develop a more meaningful relationship between the peak shear strength of the rock joints and the applied normal stress. Made available in DSpace on 2015-09-25T21:05:00Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9904465.pdf: 9189935 bytes, checksum: 7bbbe499c77b143f4ed75f6b386f5be0 (MD5) Previous issue date: 1998 Embargo set by: Seth Robbins for item 84735 Lift date: Forever Reason: Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs U of I Only 243 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1998. http://hdl.handle.net/2142/83454 (MiAaPQ)AAI9904465 eng Geotechnology Failure Modes of Asperities in Rock Discontinuities text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.