Characterization of stress-dependent permeability of volcanic gas reservoir of different types of pore structure
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Characterization of stress-dependent permeability of volcanic gas reservoir of different types of pore structure
Vol. 33, Issue 12, (2012)
作者机构:
1. 中国科学院 渗流流体力学研究所,河北,廊坊,065007
2. 中国石油勘探开发研究院廊坊分院,河北,廊坊,065007
作者简介:
基金信息:
DOI:
CLC:TE112.2
Online First:15 December 2012,
Published:2012
稿件说明:
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SUN Jun-chang YANG Zheng-ming WEI Guo-qi ZHOU Xue-min. Characterization of stress-dependent permeability of volcanic gas reservoir of different types of pore structure[J]. 2012, 33(12).
DOI:
SUN Jun-chang YANG Zheng-ming WEI Guo-qi ZHOU Xue-min. Characterization of stress-dependent permeability of volcanic gas reservoir of different types of pore structure[J]. 2012, 33(12).DOI:
Characterization of stress-dependent permeability of volcanic gas reservoir of different types of pore structure
Stress-dependent permeability of volcanic gas reservoir rock has been studied using the larger size rock samples because the volcanic gas reservoir has some special features including complex pore structure
mineral composition and different diagenetic mechanism compared with the conventional sandstone reservoir. The experimental results indicate that the low permeability volcanic rock has strong permeability stress-dependent. The permeability of rock decreases with the increase of effective stress but most of the permeability reduction happens when the effective stress is less than 20 MPa. The rock permeability continuously decreases when the effective stress is larger than 30 MPa. It has been also found that difference in rock pore structure is the main factor affecting the feature of stress-dependent permeability. Rock samples containing fractures demonstrate the strongest stress-dependent permeability. Repeated loading and unloading experiments suggest that stress release caused by drilling is the key factor leading the hysteresis phenomenon. The rock samples occurs mainly elastic deformation when loading and unloading in the second cycle. Rock permeability under high effective stress is only fifty percent of that under low effectiveness.
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Related Institution
School of Civil Engineering and Architecture, Hubei University of Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
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