Abstract:To solve the wellbore instability problem of slimhole, this paper presents a calculation method of collapse pressure base on the scale effect theory of rock strength. Based on the empirical relation between the uniaxial compressive strength and the specimen diameter proposed by Hoek, a modified empirical relation is studied in which the size effect of internal frictional angle is considered. A modified Mohr-Coulomb failure criterion with the influence of scale effect of rock strength is established. The collap… Show more
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