Abstract
We present the experimental results of true triaxial independent loading test bench studies of the influence of a triaxial stress state with unequal components on the filtration properties of rock in oil and gas gathering mains. We show that the permeability of rock subjected to stresses can irreversibly decrease or increase. The discovered effects are of great importance when designing optimal oil and gas well drilling and operation regimes.
Similar content being viewed by others
References
V. I. Karev and Yu. F. Kovalenko, “Triaxial Loading System as a Tool for Solving Geotechnical Problems of Oil and Gas Production,” in True Triaxial Testing of Rocks (CRC Press/Balkema, Leiden, 2013), pp. 301–310.
S. A. Khristianovich and Yu. P. Zheltov, “Hydraulic Rupture of an Oil Bed,” Izv. Akad. Nauk SSSR. OTN. No. 5, 3–41 (1955).
K. Terzaghi, Theoretical Soil Mechanics (John Wiley & Sons, New York, 1943; Gosstroiizdat, Moscow, 1961).
A. E. H. Love, A Treatise on the Mathematical Theory of Elasticity (Cambridge Univ. Press, Cambridge, 1927; ONTI HKGiP SSSR,Moscow-Leningrad, 1935).
V. I. Karev and Yu. F. Kovalenko, “Well Simulation on the Basis of Preliminary Triaxial Tests of Reservoir Rock,” in Rock mechanics for Resources, Energy, and Environment (CRC Press/Balkema, Leiden, 2013), pp. 935–940.
Author information
Authors and Affiliations
Corresponding author
Additional information
Original Russian Text © D.M. Klimov, V.I. Karev, Yu.F. Kovalenko, 2015, published in Izvestiya Akademii Nauk. Mekhanika Tverdogo Tela, 2015, No. 6, pp. 39–48.
About this article
Cite this article
Klimov, D.M., Karev, V.I. & Kovalenko, Y.F. Experimental study of the influence of a triaxial stress state with unequal components on rock permeability. Mech. Solids 50, 633–640 (2015). https://doi.org/10.3103/S0025654415060047
Received:
Published:
Issue Date:
DOI: https://doi.org/10.3103/S0025654415060047