| dc.contributor.author | Liao, D. | |
| dc.contributor.author | Yang, Z. X. | |
| dc.contributor.author | Wu, Q. X. | |
| dc.date.accessioned | 2026-08-20T10:49:31Z | |
| dc.date.available | 2026-08-20T10:49:31Z | |
| dc.date.copyright | 2025/09/27 | |
| dc.date.issued | 2025 | |
| dc.identifier.other | JENMDT.EMENG-8365.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4311310 | |
| dc.description.abstract | AbstractNonlinearity, irreversibility, and state-dependency are prominent features of the
mechanical behavior of soil. To develop a constitutive model for soil with a rigorous
basis, a thorough understanding of its incremental stress-strain response is ... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Novel Approach for Deriving a State-Dependent Soil Constitutive Model Using Stress Probing Analysis | |
| dc.type | Journal Article | |
| dc.journal.volume | 151 | |
| dc.journal.issue | 12 | |
| dc.journal.title | Journal of Engineering Mechanics | |
| dc.identifier.doi | 10.1061/JENMDT.EMENG-8365 | |
| dc.journal.fristpage | 04025074-1 | |
| dc.journal.lastpage | 04025074-19 | |
| dc.page | 19 | |
| dc.tree | Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 012 | |
| dc.contenttype | Fulltext | |
