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oai:www.ideals.illinois.edu:2142/83391 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Mesri, Gholamreza Huvaj-Sarihan, Nejan 2015-09-25T21:04:38Z 2015-09-25T21:04:38Z 10000-01-01 2009 2009 "Because the displacement rate of ""very slow"" and ""extremely slow"" moving reactivated landslides in stiff clays and clay shales, is typically controlled by fluctuations in piezometric levels; the relations between rate of movement and piezometric levels and factor of safety (proportional to inverse of shear stress level) are investigated. For the landslides investigated in this study there appears to be a nonlinear (power) relationship between the rate of movement and the factor of safety of reactivated landslides. It is concluded that for an approximately 0.1 increase in factor of safety (10% increase) the rate of movements decrease by about 5 to 20-times. (Abstract shortened by UMI.)." Made available in DSpace on 2015-09-25T21:04:38Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 3362925.pdf: 6685730 bytes, checksum: b0239108d8b5a18ad27c6a58742e250e (MD5) Previous issue date: 2009 Embargo set by: Seth Robbins for item 84672 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 415 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2009. http://hdl.handle.net/2142/83391 (MiAaPQ)AAI3362925 eng Geology Movement of Reactivated Landslides text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.