Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/116943
DC FieldValue
dc.titleCalculating section settlement of highway embankment with ERPIM
dc.contributor.authorWang, Z.
dc.contributor.authorWang, Z.
dc.contributor.authorWang, J.
dc.date.accessioned2014-12-12T07:59:30Z
dc.date.available2014-12-12T07:59:30Z
dc.date.issued2004-06-15
dc.identifier.citationWang, Z.,Wang, Z.,Wang, J. (2004-06-15). Calculating section settlement of highway embankment with ERPIM. Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering 23 (12) : 2049-2053. ScholarBank@NUS Repository.
dc.identifier.issn10006915
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/116943
dc.description.abstractMeshless method, which needs no elements message but only nodal message, is more suitable to analyze geotechnical engineering problem. After the basic theory of radial point interpolation method with equal polynomial basis (ERPIM) is introduced and the main solution equations for Biot's consolidation by using meshless method are developed, the settlement of highway on soft ground is calculated with this new meshless method. The results of ERPIM are more accurate. Moreover, ERPIM is more convenient in handling the moving boundary problem such as embankment constructed by steps. Finally, the problem for further study is pointed out.
dc.sourceScopus
dc.subjectFinite element method
dc.subjectHighway
dc.subjectRadial point interpolation method with equal polynomial basis (ERPIM)
dc.subjectRoad engineering
dc.subjectSettlement
dc.typeArticle
dc.contributor.departmentTROPICAL MARINE SCIENCE INSTITUTE
dc.description.sourcetitleYanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering
dc.description.volume23
dc.description.issue12
dc.description.page2049-2053
dc.description.codenYLGXF
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

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

Google ScholarTM

Check


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