2026-09-21T20:52:21Z https://www.ideals.illinois.edu/oai-pmh

oai:www.ideals.illinois.edu:2142/83280 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Cording, Edward J. Oh, Joung-Min 2015-09-25T21:04:03Z 2015-09-25T21:04:03Z 10000-01-01 2005 2005 The degradation in dilation and post-peak strength along irregularities is modeled using the plastic work done in shear. A dimensionless product of plastic work, rock strength, and wavelength of irregularities has been developed which fits the direct shear test results. An approach to scaling shear strength and shear displacement from laboratory to in the field is suggested. Analyses are correlated with shear displacements on the roadway and inclinometer readings measured in the rock ridge. Made available in DSpace on 2015-09-25T21:04:03Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 3199104.pdf: 5076082 bytes, checksum: 78c517b2e689e704872c65739d487bba (MD5) Previous issue date: 2005 Embargo set by: Seth Robbins for item 84561 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 232 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2005. http://hdl.handle.net/2142/83280 (MiAaPQ)AAI3199104 eng Engineering, Civil Three Dimensional Numerical Modeling of Excavation in Rock With Dilatant Joints text Civil and Environmental Engineering Civil and Environmental Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.