Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000131
DC FieldValue
dc.titlePerformance of zero-level fill-in preconditioning techniques for iterative solutions with geotechnical applications
dc.contributor.authorChen, X.
dc.contributor.authorPhoon, K.-K.
dc.contributor.authorToh, K.-C.
dc.date.accessioned2014-06-17T05:31:14Z
dc.date.available2014-06-17T05:31:14Z
dc.date.issued2012
dc.identifier.citationChen, X., Phoon, K.-K., Toh, K.-C. (2012). Performance of zero-level fill-in preconditioning techniques for iterative solutions with geotechnical applications. International Journal of Geomechanics 12 (5) : 596-605. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000131
dc.identifier.issn15323641
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/59159
dc.description.abstractBiot's symmetric indefinite linear systems of equations are commonly encountered in finite-element computations of geotechnical problems. The development of efficient solution methods for Biot's linear systems of equations is of practical importance to geotechnical software packages. In conjunction with the Krylov-subspace iterative method symmetric quasi-minimal residual (SQMR), some zero-level fillin incomplete factorization preconditioning techniques including a symmetric successive overrelaxation (SSOR) type method and several zerolevel incomplete LU 1/2ILU(0) methods are investigated and compared for Biot's symmetric indefinite linear systems of equations. Numerical experiments are carried out based on three practical geotechnical problems. Numerical results indicate that ILU(0) preconditioners are classical and generally efficient when adequately stabilized. However, the tunnel problem provides a counterexample demonstrating that ILU(0) preconditioners cannot be fully stabilized by preliminary scaling, reordering, making use of perturbed matrices, or dynamically selecting pivots. Compared with the investigated ILU(0) preconditioners, the recently proposed modified SSOR preconditioner is less efficient but is robust over the range of problems studied. © 2012 American Society of Civil Engineers.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/(ASCE)GM.1943-5622.0000131
dc.sourceScopus
dc.subjectBiot's consolidation
dc.subjectILU(0)
dc.subjectKrylov subspace
dc.subjectModified SSOR
dc.subjectPivoting
dc.subjectPreconditioner
dc.typeArticle
dc.contributor.departmentCIVIL & ENVIRONMENTAL ENGINEERING
dc.contributor.departmentMATHEMATICS
dc.description.doi10.1061/(ASCE)GM.1943-5622.0000131
dc.description.sourcetitleInternational Journal of Geomechanics
dc.description.volume12
dc.description.issue5
dc.description.page596-605
dc.identifier.isiut000318491900008
Appears in Collections:Staff Publications

Show simple item record
Files in This Item:
There are no files associated with this item.

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.