Size Effect Analysis and Characterization of Quasibrittle Fracture of Sandstone Rocks

Author:

Davis Peter,Bryski Ephraim,Kirane Kedar

Publisher

Springer International Publishing

Reference31 articles.

1. Searles, K.H., Zielonka, M.G., Ning, J., Garzon, J.L., Kostov, N.M., Sanz, P.F., Biediger, E., et al.: Fully-coupled 3D hydraulic fracture models: development, validation, and application to O&G problems. In: SPE Hydraulic Fracturing Technology Conference, Society of Petroleum Engineers (2016)

2. Kirane, K., Gosavi, S., Ning, J., Sanz, P., et al.: Numerical modeling of the step rate test using fully-coupled hydraulic fracturing capabilities. In: 51st US Rock Mechanics/Geomechanics Symposium, American Rock Mechanics Association (2017)

3. Bazant, Z.P., Gettu, R., Kazemi, M.: Identification of nonlinear fracture properties from size effect tests and structural analysis based on geometry-dependent R-curves. In: International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, vol. 28, pp. 43–51. Elsevier (1991)

4. Franklin, J., Zongzi, S., Atkinson, B., Meredith, P., Rummel, F., Mueller, W., Nishimatsu, Y., Takahahsi, H., Costin, L., Ingraffea, A., et al.: Suggested methods for determining the fracture toughness of rock. Int. J. Rock Mech. Min. Sci. 25(2), 71–96 (1988)

5. Anderson, T.L.: Fracture Mechanics: Fundamentals and Applications. CRC press (2017)

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