| dc.contributor.author | Ma, Weiliang | |
| dc.contributor.author | Shao, Longtan | |
| dc.date.accessioned | 2026-08-20T11:50:09Z | |
| dc.date.available | 2026-08-20T11:50:09Z | |
| dc.date.copyright | 2025/06/27 | |
| dc.date.issued | 2025 | |
| dc.identifier.other | IJGNAI.GMENG-11618.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4312737 | |
| dc.description.abstract | Abstract The seepage field is a prerequisite for solving effective stress and conducting stability
analysis, but solving saturated and unsaturated seepage fields is relatively complex,
and the calculated results usually have significant discrepancies ... | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Slope Stability Analysis Method Based on Known Seepage Lines | |
| dc.type | Journal Article | |
| dc.journal.volume | 25 | |
| dc.journal.issue | 9 | |
| dc.journal.title | International Journal of Geomechanics | |
| dc.identifier.doi | 10.1061/IJGNAI.GMENG-11618 | |
| dc.journal.fristpage | 04025176-1 | |
| dc.journal.lastpage | 04025176-13 | |
| dc.page | 13 | |
| dc.tree | International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009 | |
| dc.contenttype | Fulltext | |
