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Engineering

Rock and Soil Mechanics

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Permeability

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Roughness Characterization Of Rock Fracture And Its Influence On Fracture Seepage Characteristics, Lei Gan, Yu Liu, Zong-Liang Zhang, Zhen-Zhong Shen, Hong-Ying Ma Oct 2023

Roughness Characterization Of Rock Fracture And Its Influence On Fracture Seepage Characteristics, Lei Gan, Yu Liu, Zong-Liang Zhang, Zhen-Zhong Shen, Hong-Ying Ma

Rock and Soil Mechanics

Roughness of rock fracture has a significant influence on the seepage characteristics of fracture. The point cloud data of rock fracture surface was collected by three-dimensional (3D) optical scanning system. The joint roughness coefficient (JRC) and surface roughness ratio (Rs) were calculated by SURFER and GEOMAGIC STUDIO, and the quantitative relationship between JRC and Rs was established. The effects of JRC and Rs on the fracture seepage characteristics in limestone were investigated by conducting seepage tests under the coupling effect of stress, seepage and chemical interaction. The results show that JRC is a logarithmic function of Rs, with the R-squared …


Permeability Evolution In The Initial Period Of Oil Production Based On Field Well Test Data And Coreflooding Tests, Kozhevnikov Evgenii V., Turbakov Mikhail S., Riabokon Evgenii P., Gladkikh Evgeniy A., Poplygin Vladimir V., Guzev Mikhail A., Cheng-Zhi Qi Jul 2023

Permeability Evolution In The Initial Period Of Oil Production Based On Field Well Test Data And Coreflooding Tests, Kozhevnikov Evgenii V., Turbakov Mikhail S., Riabokon Evgenii P., Gladkikh Evgeniy A., Poplygin Vladimir V., Guzev Mikhail A., Cheng-Zhi Qi

Rock and Soil Mechanics

Permeability prediction during hydrocarbon production is a rather important problem. The decrease in permeability due to depletion reserves and the drop in reservoir pressure (increase in effective pressure) leads to an increase in the time of oil or gas production. A large number of works have been devoted to the problem of permeability reduction due to effective pressure. Establishment of permeability models is carried out by various methods including coreflooding tests and field well tests. The results of previous studies have shown that permeability has a power-law or exponential dependence on effective pressure, however, the difficulty in predicting permeability is …


Effect Of High Temperature On Micro-Structure And Permeability Of Granite, Shen-Yuan Deng, Qing-Hui Jiang, Kai-Wei Shang, Xiang-Yang Jing, Feng Xiong Oct 2021

Effect Of High Temperature On Micro-Structure And Permeability Of Granite, Shen-Yuan Deng, Qing-Hui Jiang, Kai-Wei Shang, Xiang-Yang Jing, Feng Xiong

Rock and Soil Mechanics

No abstract provided.


Evolution And Mechanism Of Permeability Of Unconsolidated Sandstone Under High Hydrostatic Pressure Compaction, Fu-Jian Yang, Da-Wei Hu, Zhen-Bao Tian, Hui Zhou, Jing-Jing Lu, Yu-Jie Luo, Shu-Qiang Gui Sep 2020

Evolution And Mechanism Of Permeability Of Unconsolidated Sandstone Under High Hydrostatic Pressure Compaction, Fu-Jian Yang, Da-Wei Hu, Zhen-Bao Tian, Hui Zhou, Jing-Jing Lu, Yu-Jie Luo, Shu-Qiang Gui

Rock and Soil Mechanics

The unconsolidated sandstone in hydrothermal geothermal field in Jianghan basin is taken as the research object. The hydrostatic pressure is applied to a geostress equal to 12.5 MPa. After the deformation of sample is stabilised, the evolution and mechanism of the permeability of unconsolidated sandstone under the compaction of high hydrostatic pressure are studied, which can provide some suggestions for the selection of equipment operating parameters for the tailwater recharge process in the hydrothermal geothermal field. The results indicate that under high hydrostatic pressure compaction, the permeability of unconsolidated sandstone samples tends to be a constant valued of 4.0×10?3 ?m2 …