Constitutive model for the continuous damage of brittle rock
| dc.citation.epage | 159 | en_US |
| dc.citation.issue | 2 | en_US |
| dc.citation.spage | 155 | en_US |
| dc.citation.volume | 51 | en_US |
| dc.citation.woscount | 2 | |
| dc.contributor.author | Pan, YW | en_US |
| dc.contributor.author | Wen, BH | en_US |
| dc.contributor.department | 土木工程學系 | zh_TW |
| dc.contributor.department | Department of Civil Engineering | en_US |
| dc.date.accessioned | 2014-12-08T15:44:09Z | |
| dc.date.available | 2014-12-08T15:44:09Z | |
| dc.date.issued | 2001-03-01 | en_US |
| dc.identifier.doi | 10.1680/geot.51.2.155.40284 | en_US |
| dc.identifier.issn | 0016-8505 | en_US |
| dc.identifier.journal | GEOTECHNIQUE | en_US |
| dc.identifier.uri | http://dx.doi.org/10.1680/geot.51.2.155.40284 | en_US |
| dc.identifier.uri | https://ir.lib.nycu.edu.tw/handle/11536/29817 | |
| dc.identifier.wosnumber | WOS:000169162200005 | |
| dc.language.iso | en_US | en_US |
| dc.subject | anisotropy | en_US |
| dc.subject | constitutive relations | en_US |
| dc.subject | rocks | en_US |
| dc.subject | rock mechanics | en_US |
| dc.subject | stiffness | en_US |
| dc.title | Constitutive model for the continuous damage of brittle rock | en_US |
| dc.type | Article | en_US |
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