Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/11496
Title: Consolidation of double soil layers under depth-dependent ramp load
Authors: Zhu, G
Yin, JH 
Keywords: Consolidation
Settlement
Theoretical analysis
Time dependence
Issue Date: 1999
Publisher: Thomas Telford Services Ltd
Source: Geotechnique, 1999, v. 49, no. 3, p. 415-421 How to cite?
Journal: Geotechnique 
Abstract: A mathematical solution for the consolidation analysis of a double layered soil profile under depth dependent ramp loading is presented. The expressions for u(z, Tv) and U(Tv) include the influence of the permeability, compressibility and thickness of each layer. The related eigenvalues for the equation are also presented.
URI: http://hdl.handle.net/10397/11496
ISSN: 0016-8505
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