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contributor authorAlexandre Sac-Morane
contributor authorHadrien Rattez
contributor authorManolis Veveakis
date accessioned2025-08-17T22:44:20Z
date available2025-08-17T22:44:20Z
date copyright7/1/2025 12:00:00 AM
date issued2025
identifier otherJENMDT.EMENG-8360.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307370
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).
publisherAmerican Society of Civil Engineers
titleImportance of Precipitation in the Slowdown of Creep Behavior Induced by Pressure Solution
typeJournal Article
journal volume151
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/JENMDT.EMENG-8360
journal fristpage04025025-1
journal lastpage04025025-16
page16
treeJournal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 007
contenttypeFulltext


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