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Mesri, Gholamreza Shahien, Marawan Meghawri 2015-09-25T21:05:04Z 2015-09-25T21:05:04Z 10000-01-01 1998 1998 An updated version of database of static settlement records of footings on granular soils is presented. Records that involve settlement versus pressure relationships are used to develop an empirical method that explicitly consider, beside the other factors, the effect of stress level on settlement. The method is upgraded for estimating earthquake-induced compressibility of granular soil mass influenced by footing loads below bearing capacity level. A database of structure earthquake-induced settlement records is developed. The database is used to evaluate the proposed method for non-failed structures and to provide an empirical tool for estimating the bearing-capacity-failure-induced settlement of structures. Made available in DSpace on 2015-09-25T21:05:04Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9912377.pdf: 43551073 bytes, checksum: 4c24c3ac92c8bdb7d24ddc31f796fd94 (MD5) Previous issue date: 1998 Embargo set by: Seth Robbins for item 84746 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 1204 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1998. http://hdl.handle.net/2142/83465 (MiAaPQ)AAI9912377 eng Geotechnology Settlement of Structures on Granular Soils Subjected to Static and Earthquake Loads text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.