Show simple item record

dc.contributor.authorSinchith, M.
dc.contributor.authorChakraborty, Abhijit
dc.contributor.authorNandi, Shibsankar
dc.contributor.authorGhosh, Priyanka
dc.date.accessioned2026-08-20T21:07:55Z
dc.date.available2026-08-20T21:07:55Z
dc.date.copyright2025/11/06
dc.date.issued2026
dc.identifier.otherNHREFO.NHENG-2370.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314002
dc.description.abstractAbstractThis study explores the efficacy of an alternate stability criterion to investigate the critical stability of purely cohesive soil (ϕ=0°) slopes under seismic excitation. By superseding the traditional stability indices, the present criterion ...
dc.publisherAmerican Society of Civil Engineers
dc.titleCritical Slope Profile in Purely Cohesive Soil under Seismic Conditions: An Alternate Stability Criterion
dc.typeJournal Article
dc.journal.volume27
dc.journal.issue1
dc.journal.titleNatural Hazards Review
dc.identifier.doi10.1061/NHREFO.NHENG-2370
dc.journal.fristpage04025066-1
dc.journal.lastpage04025066-13
dc.page13
dc.treeNatural Hazards Review:;2026:;Volume ( 027 ):;issue: 001
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record