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Article: A study on one-dimensional consolidation of layered systems

TitleA study on one-dimensional consolidation of layered systems
Authors
Lee, PKKXie, KHCheung, YK
Issue Date1992
Citation
International Journal For Numerical & Analytical Methods In Geomechanics, 1992, v. 16 n. 11, p. 815-831 How to Cite?
AbstractA general analytical solution for the problem of one-dimensional consolidation of layered soils is presented. A relevant computer program is developed and the computed results on some examples are included. It is demonstrated that both the solution technique and the computer program developed are very efficient. It is found that the effects of coefficients of permeability and volume compressibility of soil on the consolidation of layered systems are different and cannot be embodied into the coefficient of consolidation of soil. The stiffness of soil layer also plays an important role on the rate of consolidation. -from Authors
Persistent Identifierhttp://hdl.handle.net/10722/149988

 

DC FieldValueLanguage
dc.contributor.authorLee, PKKen_US
dc.contributor.authorXie, KHen_US
dc.contributor.authorCheung, YKen_US
dc.date.accessioned2012-06-26T06:00:57Z-
dc.date.available2012-06-26T06:00:57Z-
dc.date.issued1992en_US
dc.identifier.citationInternational Journal For Numerical & Analytical Methods In Geomechanics, 1992, v. 16 n. 11, p. 815-831en_US
dc.identifier.urihttp://hdl.handle.net/10722/149988-
dc.description.abstractA general analytical solution for the problem of one-dimensional consolidation of layered soils is presented. A relevant computer program is developed and the computed results on some examples are included. It is demonstrated that both the solution technique and the computer program developed are very efficient. It is found that the effects of coefficients of permeability and volume compressibility of soil on the consolidation of layered systems are different and cannot be embodied into the coefficient of consolidation of soil. The stiffness of soil layer also plays an important role on the rate of consolidation. -from Authorsen_US
dc.languageengen_US
dc.relation.ispartofInternational Journal for Numerical & Analytical Methods in Geomechanicsen_US
dc.titleA study on one-dimensional consolidation of layered systemsen_US
dc.typeArticleen_US
dc.identifier.emailLee, PKK:hreclkk@hkucc.hku.hken_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityLee, PKK=rp00141en_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0027009232en_US
dc.identifier.volume16en_US
dc.identifier.issue11en_US
dc.identifier.spage815en_US
dc.identifier.epage831en_US
dc.identifier.scopusauthoridLee, PKK=24522826500en_US
dc.identifier.scopusauthoridXie, KH=7201452360en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US

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