Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/9873
Title: Consolidation of soil under depth-dependent ramp load
Authors: Zhu, G
Yin, JH 
Keywords: Average degree of consolidation
Clay
Consolidation
Pore-water pressure
Soil
Total stress
Issue Date: 1998
Publisher: NRC Research Press
Source: Canadian geotechnical journal, 1998, v. 35, no. 2, p. 344-350 How to cite?
Journal: Canadian geotechnical journal 
Abstract: This technical note presents a mathematical solution for the consolidation analysis of a soil layer with a change in vertical total stress that varies linearly with depth and time and then remains unchanged after a certain period of time. The solution is described in detail. Results are presented as figures and tables for practical applications.
URI: http://hdl.handle.net/10397/9873
ISSN: 0008-3674
DOI: 10.1139/cgj-35-2-344
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