| dc.contributor.author | Sarkar, Sarbartha | |
| dc.contributor.author | Kumar, Rakesh | |
| dc.contributor.author | Deb, Debasis | |
| dc.date.accessioned | 2026-08-20T12:03:26Z | |
| dc.date.available | 2026-08-20T12:03:26Z | |
| dc.date.copyright | 2025/10/31 | |
| dc.date.issued | 2026 | |
| dc.identifier.other | IJGNAI.GMENG-11851.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4313036 | |
| dc.description.abstract | Abstract Triaxial compression tests are conducted to determine the dilation behavior of five
different rocks, namely, shaly sandstone, fine-grained sandstone (weak), coarse-grained
sandstone (weak), fine-grained sandstone (strong), and granite. After ... Practical Applications The examination of rock dilation and deformation possesses substantial practical implications
in rock engineering. Most popular failure criteria, like Mohr–Coulomb and Hoek–Brown,
assume the constant dilation angle when rock mass ... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Comprehensive Dilation Angle Model for Strain-Softening and Brittle Rocks | |
| dc.type | Journal Article | |
| dc.journal.volume | 26 | |
| dc.journal.issue | 1 | |
| dc.journal.title | International Journal of Geomechanics | |
| dc.identifier.doi | 10.1061/IJGNAI.GMENG-11851 | |
| dc.journal.fristpage | 04025314-1 | |
| dc.journal.lastpage | 04025314-12 | |
| dc.page | 12 | |
| dc.tree | International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 001 | |
| dc.contenttype | Fulltext | |
