Mechanism of Wiggly Compaction Band Formation in High-porosity Sandstone: Field Observation, Microscopic Analysis and Numerical Simulation
Abstract:
In discrete element modelling, a particle is used to represent a pore structure surrounded by several grains. Similar to actual pore structure, the breakable particle is compacted when the resultant force acting on the particle exceeds the yielding cap determined by the failure force (Ff) and aspect ratio of the cap ellipse (k). The discrete element model, built up of many breakable particles, is compressed to simulate the formation of compaction bands. The direction of propagation of compacted zones is determined by the cap aspect ratio (k). When k=0.5, compacted zones tend to propagate perpendicular to σ3, which corresponds to pure compaction bands. When k=2, two 45-degree directions are the predominant directions of compacted zones. The local stress state around a band tip is changed when it propagates, and the segment switches to the other direction when it reaches a critical length. As a result the wiggly compaction band takes on a wiggly pattern.
