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- Publisher Website: 10.1016/j.compgeo.2012.10.015
- Scopus: eid_2-s2.0-84870907736
- WOS: WOS:000316585200006
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Article: Fabric and the critical state of idealized granular assemblages subject to biaxial shear
| Title | Fabric and the critical state of idealized granular assemblages subject to biaxial shear |
|---|---|
| Authors | |
| Keywords | Anisotropy Critical state Discrete element method Fabric Microstructure |
| Issue Date | 2013 |
| Publisher | Elsevier. The Journal's web site is located at http://www.elsevier.com/locate/compgeo |
| Citation | Computers and Geotechnics, 2013, v. 49, p. 43-52 How to Cite? |
| Persistent Identifier | http://hdl.handle.net/10722/181655 |
| ISI Accession Number ID |
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Yan, RWM | en_US |
| dc.contributor.author | Zhang, L | en_US |
| dc.date.accessioned | 2013-03-19T03:52:15Z | - |
| dc.date.available | 2013-03-19T03:52:15Z | - |
| dc.date.issued | 2013 | en_US |
| dc.identifier.citation | Computers and Geotechnics, 2013, v. 49, p. 43-52 | en_US |
| dc.identifier.uri | http://hdl.handle.net/10722/181655 | - |
| dc.language | eng | en_US |
| dc.publisher | Elsevier. The Journal's web site is located at http://www.elsevier.com/locate/compgeo | en_US |
| dc.relation.ispartof | Computers and Geotechnics | en_US |
| dc.rights | NOTICE: this is the author’s version of a work that was accepted for publication in <Journal title>. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in PUBLICATION, [VOL#, ISSUE#, (DATE)] DOI# | en_US |
| dc.subject | Anisotropy | - |
| dc.subject | Critical state | - |
| dc.subject | Discrete element method | - |
| dc.subject | Fabric | - |
| dc.subject | Microstructure | - |
| dc.title | Fabric and the critical state of idealized granular assemblages subject to biaxial shear | en_US |
| dc.type | Article | en_US |
| dc.identifier.email | Yan, RWM: ryanyan@hku.hk | en_US |
| dc.identifier.authority | Yan, RWM=rp01400 | en_US |
| dc.identifier.doi | 10.1016/j.compgeo.2012.10.015 | - |
| dc.identifier.scopus | eid_2-s2.0-84870907736 | - |
| dc.identifier.hkuros | 213440 | en_US |
| dc.identifier.volume | 49 | en_US |
| dc.identifier.spage | 43 | en_US |
| dc.identifier.epage | 52 | en_US |
| dc.identifier.isi | WOS:000316585200006 | - |