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摘要:
Laboratory experiments were conducted on laboratory-made tight cores to investigate the stress-dependent permeability hysteresis of tight reservoirs during pressure loading and unloading process. Based on experiment results, and Hertz contact deformation principle, considering arrangement and deformation of rock particles, a quantitative stress dependent permeability hysteresis theoretical model for tight reservoirs was established to provide quantitative analysis for permeability loss. The model was validated by comparing model calculated results and experimental results. The research results show that during the early pressure-loading period, structural deformation and primary deformation worked together, rock permeability reduced dramatically with increasing effective stress. When the effective stress reached a certain value, the structural deformation became stable while the primary deformation continued;the permeability variation tended to be smooth and steady. In the pressure unloading process, the primary deformation recovered with the decreasing effective stress, while the structural deformation could not. The permeability thus could not fully recover, and the stress-dependent hysteresis was obvious.
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篇名 Stress sensitivity of tight reservoirs during pressure loading and unloading process
来源期刊 石油勘探与开发:英文版 学科 地球科学
关键词 TIGHT RESERVOIR STRESS sensitivity HYSTERESIS PERMEABILITY STRESS sensitivity laboratory experiment THEORETICAL model
年,卷(期) 2019,(1) 所属期刊栏目
研究方向 页码范围 138-144
页数 7页 分类号 P618.13
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TIGHT
RESERVOIR
STRESS
sensitivity
HYSTERESIS
PERMEABILITY
STRESS
sensitivity
laboratory
experiment
THEORETICAL
model
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石油勘探与开发:英文版
双月刊
2096-4803
10-1529/TE
北京市海淀区学院路20号
80-232
出版文献量(篇)
331
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0
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0
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