Prediction of borehole breakdown pressure based on simple elasticity theory
Document Type
Article
Publication Date
1-1-2026
Abstract
This paper presents a semi-analytical elastic solution for stresses around an inclined borehole sitting in a three-dimensional in situ stresses field and subjected to (I) an excess fluid pressure applied over a sectioned borehole interval and (II) a uniform fluid pressure applied along the entire borehole. To facilitate the solution derivation, the problem is decomposed into two sub-problems such that each sub-problem becomes mathematically solvable. The final solution is obtained by combining the solutions of two sub-problems following the superposition principle applicable to elastic media. This new solution provides simple, elasticity-based integral expressions for borehole stresses, which can be used to estimate the breakdown pressure in hydraulic fracturing operations. The new solution can also serve as a limiting case for poromechanics solutions and a benchmark problem for validating numerical codes.
Publication Source (Journal or Book title)
Geomechanics and Geoengineering
First Page
308
Last Page
321
Recommended Citation
Abu Dayyeh, H., Han, Y., & Chen, S. (2026). Prediction of borehole breakdown pressure based on simple elasticity theory. Geomechanics and Geoengineering, 21 (2), 308-321. https://doi.org/10.1080/17486025.2025.2568741