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Exact solutions for one-dimensional consolidation of single-layer unsaturated soil

✍ Scribed by Zhendong Shan; Daosheng Ling; Haojiang Ding

Publisher: John Wiley and Sons
Year: 2011
Tongue: English
Weight: 404 KB
Volume: 36
Category: Article
ISSN: 0363-9061
DOI: 10.1002/nag.1026

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## Abstract This paper presents analytical solutions to the one‐dimensional consolidation problem taking into consideration the rheological properties of clayey soil under variable loadings. A four‐element rheological model is introduced, and different loading types are involved, i.e. constant load