Abstract
A new fully coupled poroelastic peridynamic formulation is presented and its application to fluid-filled fractures is demonstrated. This approach is capable of predicting porous flow and deformation fields and their effects on each other. Moreover, it captures the fracture initiation and propagation in a natural way without resorting to an external failure criterion. The peridynamic predictions are verified by considering two benchmark problems including one- and two-dimensional consolidation problems. Moreover, the growth of a pre-existing hydraulically pressurized crack case is presented. Based on these results, it is concluded that the current peridynamic formulation has a potential to be used for the analysis of more sophisticated poroelastic problems including fluid-filled rock fractures as in hydraulic fracturing.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 19-28 |
| Number of pages | 10 |
| Journal | Engineering Geology |
| Volume | 225 |
| DOIs | |
| State | Published - Jul 20 2017 |
Keywords
- Fracture
- Hydraulic
- Peridynamics
- Poroelasticity
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Geology