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One-dimensional consolidation with asymmetrical exponential drainage boundary
Mei, Guo-Xiong1; Lok, Thomas M.H.2; Xia, Jun1; Wu, Sheng Shen2
2014
Source PublicationGeomechanics and Engineering
ISSN2005307X
Volume6Issue:1Pages:47-63
Abstract

In this paper, asymmetric drainage boundaries modeled by exponential functions which can simulate intermediate drainage from pervious to impervious boundary is proposed for the one-dimensional consolidation problem, and the solution for the new boundary conditions was derived. The new boundary conditions satisfy the initial and the steady state conditions, and the solution for the new boundary conditions can be degraded to the conventional solution by Terzaghi. Convergence study on the infinite series solution showed that only one term in the series is needed to meet the precision requirement for larger degree of consolidation, and that more terms in the series for smaller degree of consolidation. Comparisons between the present solution with those by Terzaghi and Gray are also provided. © 2014 Techno-Press, Ltd.

DOI10.12989/gae.2014.6.1.047
Indexed BySCIE
Language英語English
WOS Research AreaEngineering
WOS SubjectEngineering, Civil ; Engineering, Geological
WOS IDWOS:000331036900004
The Source to ArticleEngineering Village
Scopus ID2-s2.0-84908053458
Fulltext Access
Citation statistics
Document TypeJournal article
CollectionDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Affiliation1.College of Transportation Engineering, Nanjing University of Technology, Nanjing 210009, China;
2.University of Macau, Macau SAR, China
Recommended Citation
GB/T 7714
Mei, Guo-Xiong,Lok, Thomas M.H.,Xia, Jun,et al. One-dimensional consolidation with asymmetrical exponential drainage boundary[J]. Geomechanics and Engineering, 2014, 6(1), 47-63.
APA Mei, Guo-Xiong., Lok, Thomas M.H.., Xia, Jun., & Wu, Sheng Shen (2014). One-dimensional consolidation with asymmetrical exponential drainage boundary. Geomechanics and Engineering, 6(1), 47-63.
MLA Mei, Guo-Xiong,et al."One-dimensional consolidation with asymmetrical exponential drainage boundary".Geomechanics and Engineering 6.1(2014):47-63.
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