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oai:www.ideals.illinois.edu:2142/83522 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Cording, Edward J. Long, James H. Mueller, Christopher G. 2015-09-25T21:05:25Z 2015-09-25T21:05:25Z 10000-01-01 2000 2000 Axial loads in the soldier piles develop due to tieback prestressing and downdrag. The significance of the contribution from downdrag depends upon the available axial capacity of the piles and stiffness of the ground. Downdrag can be relieved during subsequent excavation by relative downward movement of the wall with respect to the ground, as may occur when the limiting axial capacity of the pile toe is reached. The settlements resulting from redistribution of axial load must be carefully considered with respect to wall performance. Made available in DSpace on 2015-09-25T21:05:25Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9990094.pdf: 17758267 bytes, checksum: 748727bd7a15eba4b8446e17acbca4b1 (MD5) Previous issue date: 2000 Embargo set by: Seth Robbins for item 84803 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 554 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000. http://hdl.handle.net/2142/83522 (MiAaPQ)AAI9990094 eng Engineering, Mechanical Load and Deformation Response of Tieback Walls text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.