Evolving fracture patterns: columnar joints, mud cracks, and polygonal terrain
Lucas Goehring

TL;DR
This paper explains how different crack patterns like rectilinear and hexagonal form and evolve in contracting layers, influenced by forces and repeated opening cycles, with implications for natural formations such as mud cracks and columnar joints.
Contribution
It demonstrates how both rectilinear and hexagonal crack patterns can originate from the same forces and describes the evolution process from rectilinear to hexagonal patterns in natural settings.
Findings
Hexagonal patterns often result from repeated crack opening and healing.
Rectilinear patterns evolve towards hexagonal with multiple cycles.
Crack patterns are guided by previous crack positions and slight variations.
Abstract
When cracks form in a thin contracting layer, they sequentially break the layer into smaller and smaller pieces. A rectilinear crack pattern encodes information about the order of crack formation, as later cracks tend to intersect with earlier cracks at right angles. In a hexagonal pattern, in contrast, the angles between all cracks at a vertex are near 120. However, hexagonal crack patterns are typically only seen when a crack network opens and heals repeatedly, in a thin layer, or advances by many intermittent steps into a thick layer. Here it is shown how both types of pattern can arise from identical forces, and how a rectilinear crack pattern evolves towards a hexagonal one. Such an evolution is expected when cracks undergo many opening cycles, where the cracks in any cycle are guided by the positions of cracks in the previous cycle, but when they can slightly vary their…
Peer Reviews
No public reviews on file for this paper yet. If you reviewed it on a platform where reviews are public (OpenReview, ICLR, NeurIPS, ICML), you can paste yours below so the community can read it here.
Videos
No videos yet. Explain this paper in a talk, walkthrough, or lecture? Add one.
Taxonomy
TopicsGeotechnical Engineering and Soil Mechanics · Fluid Dynamics Simulations and Interactions · Rock Mechanics and Modeling
