A constitutive model for mechanical and chemo-mechanical compaction in sedimentary basins and finite element analysis

作者：Bruch A; Maghous S^*; Ribeiro F L B; Dormieux L

来源：International Journal for Numerical and Analytical Methods in Geomechanics, 2016, 40(16): 2238-2270.

DOI：10.1002/nag.2530

• sedimentary basin
• mechanical compaction
• chemo-mechanical compaction
• poroplasticity
• poroviscoplasticity
• large strains
• finite element approach

Compaction and associated fluid flow are fundamental processes in sedimentary basin deformation. Purely mechanical compaction originates mainly from pore fluid expulsion and rearrangement of solid particles during burial, while chemo-mechanical compaction results from Intergranular Pressure-Solution (IPS) and represents a major mechanism of deformation in sedimentary basins during diagenesis. The aim of the present contribution is to provide a comprehensive 3D framework for constitutive and numerical modeling of purely mechanical and chemo-mechanical compaction in sedimentary basins. Extending the concepts that have been previously proposed for the modeling of purely mechanical compaction in finite poroplasticity, deformation by IPS is addressed herein by means of additional viscoplastic terms in the state equations of the porous material. The finite element model integrates the poroplastic and poroviscoplastic components of deformation at large strains. The corresponding implementation allows for numerical simulation of sediments accretion/erosion periods by progressive activation/deactivation of the gravity forces within a fictitious closed material system. Validation of the numerical approach is assessed by means of comparison with closed-form solutions derived in the context of a simplified compaction model. The last part of the paper presents the results of numerical basin simulation performed in one dimensional setting, demonstrating the ability of the modeling to capture the main features in elastoplastic and viscoplastic compaction.

• 出版日期2016-11