{"id":{"repo_id":"uiuc","oai_identifier":"oai:www.ideals.illinois.edu:2142/83391"},"canonical_url":"https://search.dev.ndltd.org/etd/uiuc/oai:www.ideals.illinois.edu:2142/83391","repository":{"repo_id":"uiuc","name":"University of Illinois - Urbana-Champaign","base_url":"https://www.ideals.illinois.edu/oai-pmh"},"display":{"title":"Movement of Reactivated Landslides","abstract":"\"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.).\"","abstract_html":""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.)."","abstract_has_math":false,"creators":["Huvaj-Sarihan, Nejan"],"institution":"University of Illinois at Urbana-Champaign","degree_name":"Ph.D.","degree_level":"Dissertation","degree_discipline":"Civil Engineering","degree_department":null,"school":null,"contributors":["Mesri, Gholamreza"],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2015,"date_issued":"2015-09-25T21:04:38Z","date_published":"2015-09-25T21:04:38Z","updated_at":"2026-07-22T22:26:21Z","subjects":["Geology"],"languages":["eng"],"rights":[],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier","label":"Identifier","values":["(MiAaPQ)AAI3362925"],"render_values":[{"text":"(MiAaPQ)AAI3362925","href":null,"code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/2142/83391","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Mesri, Gholamreza"]},{"key":"dc:creator","label":"Author","values":["Huvaj-Sarihan, Nejan"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["2015-09-25T21:04:38Z","10000-01-01","2009"]},{"key":"dc:type","label":"Dc Type","values":["text"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Civil Engineering"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Dissertation"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Ph.D."]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["University of Illinois at Urbana-Champaign"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Geology"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["eng"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["http://hdl.handle.net/2142/83391","(MiAaPQ)AAI3362925"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["\"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). 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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."],"dc:identifier":["http://hdl.handle.net/2142/83391","(MiAaPQ)AAI3362925"],"dc:language":["eng"],"dc:subject":["Geology"],"dc:title":["Movement of Reactivated Landslides"],"dc:type":["text"],"thesis:degree_discipline":["Civil Engineering"],"thesis:degree_level":["Dissertation"],"thesis:degree_name":["Ph.D."],"thesis:institution_name":["University of Illinois at Urbana-Champaign"]},"updated_at":"2026-07-22T22:26:21Z"}