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dc.contributor.authorShirzoi, Akhtyar Gul
dc.contributor.authorShnizai, Zakeria
dc.contributor.authorNaeemi, Naqib Ahmad
dc.contributor.authorHan, Bo
dc.date.accessioned2026-08-20T11:58:15Z
dc.date.available2026-08-20T11:58:15Z
dc.date.copyright2026/02/23
dc.date.issued2026
dc.identifier.otherJPCFEV.CFENG-4970.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312915
dc.description.abstractAbstractThe safety and stability of dams depend strongly on their foundation conditions, particularly in seismically active regions where loose sandy and silty soils are prone to liquefaction. This study evaluates the liquefaction susceptibility of the ...Practical ApplicationsThis study evaluates the safety of the Sultan Dam in Wardak Province, Afghanistan, with a focus on soil liquefaction—a condition where loose, water-saturated soils lose strength during earthquakes. In 2005, a 67-m section of the dam ...
dc.publisherAmerican Society of Civil Engineers
dc.titleGround Condition Evaluation and Risk Analysis of Liquefaction Potential Based on Remote Sensing and SPT: A Case Study of Sultan Dam, Wardak, Afghanistan
dc.typeJournal Article
dc.journal.volume40
dc.journal.issue3
dc.journal.titleJournal of Performance of Constructed Facilities
dc.identifier.doi10.1061/JPCFEV.CFENG-4970
dc.journal.fristpage04026006-1
dc.journal.lastpage04026006-15
dc.page15
dc.treeJournal of Performance of Constructed Facilities:;2026:;Volume ( 040 ):;issue: 003
dc.contenttypeFulltext


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