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Influence of Particle Size and Curing Temperature on the Strength of Sand Treated with Enzyme-Induced Carbonate Precipitation

dc.contributor.authorJoshi, Pukar
dc.contributor.authorKhosravi, Mohammad
dc.contributor.authorPhillips, Adrienne
dc.contributor.authorCunningham, Alfred
dc.contributor.authorRahn, Jessica
dc.contributor.authorOlds, Sabine
dc.contributor.authorCarter, Michael
dc.contributor.authorGupta, Maneesh
dc.date.accessioned2026-08-20T10:55:19Z
dc.date.available2026-08-20T10:55:19Z
dc.date.copyright2025/11/21
dc.date.issued2026
dc.identifier.otherJGGEFK.GTENG-13574.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311445
dc.description.abstractAbstractThis study investigates the effects of particle size and curing temperature on the compressive strength of sand treated with enzyme-induced carbonate precipitation (EICP). Three types of commercially available sands with distinct median particle ...
dc.publisherAmerican Society of Civil Engineers
dc.titleInfluence of Particle Size and Curing Temperature on the Strength of Sand Treated with Enzyme-Induced Carbonate Precipitation
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue2
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi10.1061/JGGEFK.GTENG-13574
dc.journal.fristpage04025187-1
dc.journal.lastpage04025187-15
dc.page15
dc.treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 002
dc.contenttypeFulltext


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