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Open Access

Study on Pressure Sensitive Pore Structure of the Hole-Type Carbonate Based on Situ CT

Aojiang Qi1,2, Hai Huang1,2 ( ), Kai Li3, jiaying Li4, Fan Zhang1,2
Shaanxi Key Laboratory of Advanced Stimulation Technology for Oil & Gas Reservoirs, Xi’an 710065, P.R. China
College of Petroleum Engineering, Xi’an Shiyou University, Xi’an 710065, P.R. China
Oil & Gas Technology Research Institute, Petro China Changqing Oilfield Company,Xi’an 710018, P.R. China
CNPC Engineering Technology R & D, Beijing 710018, P.R. China
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Abstract

There are few studies on the stress sensitivity of reservoirs at the micropore structure level. A porous carbonate core of the fourth member of the Sinian Dengying formation gas reservoir in Central Sichuan is selected to conduct an in-situ submicron CT permeability stress sensitivity test. The experimental results show that the permeability of porous carbonate rock decreases obviously with the increase of effective stress. Increasing effective stress decreases the pore volume, pore throat diameter, and throat length. The probability distribution of the shape factor curve shifts to the right, while the diameter of the pore throat distribution curve and the throat probability distribution curve of the core shift to the left. In different pressure stages, it has different effects on different sizes and shapes of pores. For micro pores and throats, the damage is obvious, and the connectivity of the pore throat becomes poor. The change in pressure causes a change in the core micropore structure, which leads to the decline of core permeability. With the decrease of effective stress, the core permeability cannot be restored, which indicates that the damage caused by stress sensitivity is irreversible.

CLC number: TE122.31 Document code: A Article ID: 1673-0836(2023)01-0173-10

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Chinese Journal of Underground Space and Engineering
Pages 173-182

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Cite this article:
Qi A, Huang H, Li K, et al. Study on Pressure Sensitive Pore Structure of the Hole-Type Carbonate Based on Situ CT. Chinese Journal of Underground Space and Engineering, 2023, 19(1): 173-182. https://doi.org/10.20174/j.juse.2023.01.020

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Received: 17 July 2022
Published: 01 February 2023
© 2023 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).