KNUSTSpace >
Research Articles >
College of Engineering >

Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/11326

Title: Estimation of pre-compression parameters in the acceleration of consolidation settlement
Authors: Tuffour, Yaw Adubofour
Adom-Asamoah, Mark
Keywords: Pre-Compression
Primary Consolidation
Surcharge Load
Issue Date: 10-May-2014
Citation: Yaw Adubofour Tuffour, Mark Adom-Asamoah. Estimation of Pre-Compression Parameters in the Acceleration of Consolidation Settlement. American Journal of Civil Engineering. Vol. 2, No. 3, 2014, pp. 68-73. doi: 10.11648/j.ajce.20140203.12
Abstract: Pre-compression by preloading is used to accelerate the consolidation settlement of a site ahead of construction so that post-construction settlement would be minimal. The principal aim of the technique is to remove the primary consolidation settlement anticipated under the proposed load with or without partial compensation for secondary compression so that post-construction settlement would consist of a small re-compression and secondary compression. In this paper, the scope of pre-compression is expanded to include partial removal of primary consolidation as a possible settlement management option. Modifications and simplifications are introduced into parameter estimation for design to deal with pre-compressions intended to remove any degree of the primary consolidation and those that go beyond the primary consolidation stage. This provides foundation engineers the flexibility to evaluate different pre-compression load and duration options under different settlement regimes and their implications. A numerical example is used to demonstrate and verify the modifications.
URI: http://hdl.handle.net/123456789/11326
Appears in Collections:College of Engineering

Files in This Item:

File Description SizeFormat
Estimation_of_pre-compression_parameters.pdf278.07 kBAdobe PDFView/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.


Valid XHTML 1.0! DSpace Software Copyright © 2002-2010  Duraspace - Feedback