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dc.contributor.authorAlexandre Sac-Morane
dc.contributor.authorHadrien Rattez
dc.contributor.authorManolis Veveakis
dc.date.accessioned2025-08-17T22:44:20Z
dc.date.available2025-08-17T22:44:20Z
dc.date.copyright7/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJENMDT.EMENG-8360.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307370
dc.description.abstractPressure solution is a chemo-mechanical process, involving dissolution at grain/asperity contacts and precipitation away from them. It induces a compaction in time of rocks and sediments. The present study investigates numerically the impact of precipitation on the slowdown of creep behavior induced by pressure solution. A recently published framework, called the phase-field discrete element model, is carefully calibrated against existing indentation experiments and validated for other rate-limiting scenarios. It is shown that when precipitation is relatively slow, the slowdown of pressure solution is due to a chemical mechanism (accumulation of solute concentration within the pore space), whereas at fast precipitation, the slowdown is due to a mechanical mechanism (stress reduction at the contact).
dc.publisherAmerican Society of Civil Engineers
dc.titleImportance of Precipitation in the Slowdown of Creep Behavior Induced by Pressure Solution
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue7
dc.journal.titleJournal of Engineering Mechanics
dc.identifier.doi10.1061/JENMDT.EMENG-8360
dc.journal.fristpage04025025-1
dc.journal.lastpage04025025-16
dc.page16
dc.treeJournal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 007
dc.contenttypeFulltext


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