| dc.contributor.author | Razavi, Seyyed Kazem | |
| dc.contributor.author | Yniesta, Samuel | |
| dc.date.accessioned | 2026-08-20T10:52:39Z | |
| dc.date.available | 2026-08-20T10:52:39Z | |
| dc.date.copyright | 2025/09/24 | |
| dc.date.issued | 2025 | |
| dc.identifier.other | JGGEFK.GTENG-12925.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4311386 | |
| dc.description.abstract | AbstractThe NorSand model is a Cambridge-type soil model based on critical state theory, designed
to simulate the monotonic behavior of sand. Cambridge-type models use an associated
flow rule, with their yield surface obtained by integrating the stress-... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Stress Ratio–Controlled Hardening Rule in the NorSand Framework | |
| dc.type | Journal Article | |
| dc.journal.volume | 151 | |
| dc.journal.issue | 12 | |
| dc.journal.title | Journal of Geotechnical and Geoenvironmental Engineering | |
| dc.identifier.doi | 10.1061/JGGEFK.GTENG-12925 | |
| dc.journal.fristpage | 04025149-1 | |
| dc.journal.lastpage | 04025149-23 | |
| dc.page | 23 | |
| dc.tree | Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012 | |
| dc.contenttype | Fulltext | |
