Abstract
Pressure 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).
| Original language | English |
|---|---|
| Article number | 04025025 |
| Journal | Journal of Engineering Mechanics |
| Volume | 151 |
| Issue number | 7 |
| DOIs | |
| Publication status | Published - 1 Jul 2025 |
| Externally published | Yes |
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