journal article·2004-07

The growth of the loosening zone

Alla Balueva

International Journal of Fracture· Volume 128· Issue 1-4
Publisher page

Abstract

The problem of fracture of rocks will be considered on the base of the kinetic mechanism. Namely, the method proposed will be based on statistical consideration of the accumulation of microfractures. In this paper, based on this concept, we will model massive fractures in rock mass around the borehole as the result of pumping the viscous fluid through this borehole into rock. The experiments have shown that, as the result of the pumping and depending on the properties of rocks, either a hydraulic fracture or a loosening zone spreads in rocks surrounding the borehole. We propose a simple qualitative model to describe how a loosening zone grows with time and to evaluate the parameters controlling this growth. We expect that the model proposed will help to predict the external parameters and rock properties for which one or another mechanism of hydraulic fracturing occurs (the hydraulic fracture or the loosening zone).
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Fatigue and fracture mechanics · Gear and Bearing Dynamics Analysis · Mechanical stress and fatigue analysis

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (12)

Show source-provided references
1. Barenblatt, G.I., Entov, V.M. and Salganik, R.L. (1967). The Kinetics of Development of Cracks. Loosening Fracturing. Solid Mechanics 1, 122-128.
2. Barenblatt, G.I., Entov, V.M. and Salganik, R.L. (1967). The Kinetics of Development of Cracks. The Rule of Summation of Damages. Solid Mechanics 2, 148-150.
3. Barenblatt, G.I., Entov, V.M. and Salganik, R.L. (1966). The Kinetics of Development of Cracks. Fracture Criteria and Long-Term Strength. Solid Mechanics 6, 76-78.
4. Betten, J., Sklepus, S. and Zolochevsky, A. (1998). A Creep Damage Model for Initially Isotropic Materials with Different Properties in Tension and Compression. Engineering Fracture Mechanics 59(5), 623-641.10.1016/S0013-7944(97)00143-4 ↗
5. Chang, H., Germanovich, L.N., Wu, R., Santamarina, J.C., and Dijk, P.E. (2003). Hydraulic Fracturing in Cohesionless Particulate Materials. Eos Trans. AGU, 84(46), Fall Meet. Suppl., Abstract H51B-03.
6. Glushko, A.I. (1988). One Approach to Fracturing of Rocks. Solid Mechanics 3, 130-135.
7. Glushko, A.I. and Neschetov, I.I. (1986). Kinetic Model of Fracturing of Rocks. Solid Mechanics 6, 140-146.
8. Kachanov, L.M. (1961). Kinetics of Crack Growth. Applied Mathematics and Mechanics XXV, 498-502.
9. Korotkov, P.F. (1981). Mathematical Model of Slow Fracturing of Rocks and Forming the Porous Loosening Materials. Geophysics, 1357-1360.
10. Reed, A.C. and Dussealt, M.B. (1997). Hydraulic Fracturing of Soil as an Analogue to Rock BEhavior. Int. J. Rock Mech. & Min. Sci. 34(3–4), 897-906.
11. Swoboda, G., and Yang, Q. (1999). An Energy-based Model of Geomaterials — II. Deduction of damage Evolution Laws. International Journal of Solids and Structures 36, 1736-1755.
12. Zhurkov, S.N. (1965). Kinetic Concept of the Strength of Solids. International Conference on Fracture, Sendai, Japan, Sept. 1965, 311-323.10.1007/BF03545562 ↗