Experimental Study on the Anisotropic Characteristics and Engineering Application of Tight Sandstone
The anisotropy of tight sandstone (a type of unconventional gas reservoirs) is a significant factor influencing the characteristics of cracks network under hydrofracturing; thus, it also has a large influence on the final production capacity of the gas reservoirs. To improve the understanding of ani...
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/3580956 |
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| author | Yuanlong Wei Wei Liu Zhenkun Hou |
| author_facet | Yuanlong Wei Wei Liu Zhenkun Hou |
| author_sort | Yuanlong Wei |
| collection | DOAJ |
| description | The anisotropy of tight sandstone (a type of unconventional gas reservoirs) is a significant factor influencing the characteristics of cracks network under hydrofracturing; thus, it also has a large influence on the final production capacity of the gas reservoirs. To improve the understanding of anisotropy degree and mechanical properties of the tight sandstone of Xujiahe Formation and thus to provide reliable reference for the establishment of hydrofracture model and parameter designing in fracture field, a series of experiments including ultrasonic wave velocity and uniaxial and triaxial compression tests of the tight sandstone samples obtained from Xujiahe Formation with different inclination angles (the angle between sample drilling direction and bedding plane) have been conducted. With the increase of inclination angle, the velocity of the longitudinal wave and elastic modulus both show the tendency of decreasing, whereas the compressive strength shows a “U” shape varying pattern, which is high on sides and low in the middle region. The values of uniaxial compression strength (UCS) are the lowest of sandstone with the inclination angles of 30° and 45°. The fracture patterns are dominant by splitting fracture under uniaxial compression tests. However, shear fracture and dilatancy morphology is the main pattern under triaxial compression test. But the local morphology of the failure surfaces behaves different if the inclination angle is changed. Combining the mechanic theory of transversely isotropic material, the anisotropy parameters of the tight sandstone are analyzed, as well as the influence on the hydrofracturing technology for tight sandstone in the field. |
| format | Article |
| id | doaj-art-69a90be4a77f4f59933e511d33fe2197 |
| institution | Kabale University |
| issn | 1687-8434 1687-8442 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Materials Science and Engineering |
| spelling | doaj-art-69a90be4a77f4f59933e511d33fe21972025-02-03T06:47:01ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422021-01-01202110.1155/2021/35809563580956Experimental Study on the Anisotropic Characteristics and Engineering Application of Tight SandstoneYuanlong Wei0Wei Liu1Zhenkun Hou2Guizhou Oil and Gas Exploration and Development Engineering Research Institute, Guiyang 553000, Guizhou Province, ChinaState Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, ChinaState Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400044, ChinaThe anisotropy of tight sandstone (a type of unconventional gas reservoirs) is a significant factor influencing the characteristics of cracks network under hydrofracturing; thus, it also has a large influence on the final production capacity of the gas reservoirs. To improve the understanding of anisotropy degree and mechanical properties of the tight sandstone of Xujiahe Formation and thus to provide reliable reference for the establishment of hydrofracture model and parameter designing in fracture field, a series of experiments including ultrasonic wave velocity and uniaxial and triaxial compression tests of the tight sandstone samples obtained from Xujiahe Formation with different inclination angles (the angle between sample drilling direction and bedding plane) have been conducted. With the increase of inclination angle, the velocity of the longitudinal wave and elastic modulus both show the tendency of decreasing, whereas the compressive strength shows a “U” shape varying pattern, which is high on sides and low in the middle region. The values of uniaxial compression strength (UCS) are the lowest of sandstone with the inclination angles of 30° and 45°. The fracture patterns are dominant by splitting fracture under uniaxial compression tests. However, shear fracture and dilatancy morphology is the main pattern under triaxial compression test. But the local morphology of the failure surfaces behaves different if the inclination angle is changed. Combining the mechanic theory of transversely isotropic material, the anisotropy parameters of the tight sandstone are analyzed, as well as the influence on the hydrofracturing technology for tight sandstone in the field.http://dx.doi.org/10.1155/2021/3580956 |
| spellingShingle | Yuanlong Wei Wei Liu Zhenkun Hou Experimental Study on the Anisotropic Characteristics and Engineering Application of Tight Sandstone Advances in Materials Science and Engineering |
| title | Experimental Study on the Anisotropic Characteristics and Engineering Application of Tight Sandstone |
| title_full | Experimental Study on the Anisotropic Characteristics and Engineering Application of Tight Sandstone |
| title_fullStr | Experimental Study on the Anisotropic Characteristics and Engineering Application of Tight Sandstone |
| title_full_unstemmed | Experimental Study on the Anisotropic Characteristics and Engineering Application of Tight Sandstone |
| title_short | Experimental Study on the Anisotropic Characteristics and Engineering Application of Tight Sandstone |
| title_sort | experimental study on the anisotropic characteristics and engineering application of tight sandstone |
| url | http://dx.doi.org/10.1155/2021/3580956 |
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