Fracture of sedimentary rocks under a complex triaxial stress state
- Authors: Karev V.I.1, Klimov D.M.1, Kovalenko Y.F.1, Ustinov K.B.1
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Affiliations:
- Ishlinsky Institute for Problems in Mechanics
- Issue: Vol 51, No 5 (2016)
- Pages: 522-526
- Section: Article
- URL: https://ogarev-online.ru/0025-6544/article/view/162696
- DOI: https://doi.org/10.3103/S0025654416050022
- ID: 162696
Cite item
Abstract
Most sedimentary rocks have layered structure, and their strength properties are therefore anisotropic; as a consequence, the rock strength depends on the direction of the applied stresses. In this case, various fracture mechanisms are possible. The following two possible fracture mechanisms are considered: actions along the bedding planes, which are weakening surfaces, and along the planes where stresses exceeding the total rock strength are attained. A triaxial independent loading test bench was used to study the fracture conditions for layered rocks composed of productive oil-and-gas strata in complex true triaxial loading tests. The study shows a good qualitative agreement between experimental results and theoretical estimates.
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About the authors
V. I. Karev
Ishlinsky Institute for Problems in Mechanics
Author for correspondence.
Email: wikarev@ipmnet.ru
Russian Federation, pr. Vernadskogo 101, str. 1, Moscow, 119526
D. M. Klimov
Ishlinsky Institute for Problems in Mechanics
Email: wikarev@ipmnet.ru
Russian Federation, pr. Vernadskogo 101, str. 1, Moscow, 119526
Yu. F. Kovalenko
Ishlinsky Institute for Problems in Mechanics
Email: wikarev@ipmnet.ru
Russian Federation, pr. Vernadskogo 101, str. 1, Moscow, 119526
K. B. Ustinov
Ishlinsky Institute for Problems in Mechanics
Email: wikarev@ipmnet.ru
Russian Federation, pr. Vernadskogo 101, str. 1, Moscow, 119526
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