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- Scopus: eid_2-s2.0-0027009232
- WOS: WOS:A1992KA70200003
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Article: A study on one-dimensional consolidation of layered systems
Title | A study on one-dimensional consolidation of layered systems |
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Authors | |
Issue Date | 1992 |
Citation | International Journal For Numerical & Analytical Methods In Geomechanics, 1992, v. 16 n. 11, p. 815-831 How to Cite? |
Abstract | A 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 Identifier | http://hdl.handle.net/10722/149988 |
ISI Accession Number ID |
DC Field | Value | Language |
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dc.contributor.author | Lee, PKK | en_US |
dc.contributor.author | Xie, KH | en_US |
dc.contributor.author | Cheung, YK | en_US |
dc.date.accessioned | 2012-06-26T06:00:57Z | - |
dc.date.available | 2012-06-26T06:00:57Z | - |
dc.date.issued | 1992 | en_US |
dc.identifier.citation | International Journal For Numerical & Analytical Methods In Geomechanics, 1992, v. 16 n. 11, p. 815-831 | en_US |
dc.identifier.uri | http://hdl.handle.net/10722/149988 | - |
dc.description.abstract | A 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 | en_US |
dc.language | eng | en_US |
dc.relation.ispartof | International Journal for Numerical & Analytical Methods in Geomechanics | en_US |
dc.title | A study on one-dimensional consolidation of layered systems | en_US |
dc.type | Article | en_US |
dc.identifier.email | Lee, PKK:hreclkk@hkucc.hku.hk | en_US |
dc.identifier.email | Cheung, YK:hreccyk@hkucc.hku.hk | en_US |
dc.identifier.authority | Lee, PKK=rp00141 | en_US |
dc.identifier.authority | Cheung, YK=rp00104 | en_US |
dc.description.nature | link_to_subscribed_fulltext | en_US |
dc.identifier.scopus | eid_2-s2.0-0027009232 | en_US |
dc.identifier.volume | 16 | en_US |
dc.identifier.issue | 11 | en_US |
dc.identifier.spage | 815 | en_US |
dc.identifier.epage | 831 | en_US |
dc.identifier.isi | WOS:A1992KA70200003 | - |
dc.identifier.scopusauthorid | Lee, PKK=24522826500 | en_US |
dc.identifier.scopusauthorid | Xie, KH=7201452360 | en_US |
dc.identifier.scopusauthorid | Cheung, YK=7202111065 | en_US |