4.7 Article

Effects of Gravel Size and Content on the Mechanical Properties of Conglomerate

期刊

ROCK MECHANICS AND ROCK ENGINEERING
卷 55, 期 4, 页码 2493-2502

出版社

SPRINGER WIEN
DOI: 10.1007/s00603-021-02760-0

关键词

Conglomerate; Critical gravel content; Uniaxial compression test; Orowan additional stress; Hertz contact stress

资金

  1. Natural Science Youth Project of university scientific research plan in Xinjiang [XJEDU2021Y053]
  2. Talent introduction research project of China University of Petroleum -Beijing at Karamay [XQSQ20200056]
  3. Strategic Cooperation Technology Projects of CNPC and CUPB [ZLZX2020-01]
  4. Development of conglomerate reservoir laboratory in Xinjiang [2019D04008]

向作者/读者索取更多资源

The conglomerate reservoir in Mahu sag, China, has low porosity and permeability, requiring hydraulic fracturing for efficient oil production. This study investigates the influence of reservoir heterogeneity and gravel content on mechanical properties through uniaxial compression tests. The experimental results show that gravel content is the key factor determining the mechanical properties of the conglomerate. This research has significant implications for reservoir modification and oil field development.
The conglomerate reservoir in Mahu sag, located in the northwest margin of Junggar basin, China, is of low porosity and permeability. Hydraulic fracturing is necessary to improve oil production efficiency. However, the influence of strong reservoir heterogeneity and large difference in gravel content on mechanical properties still needs study. In this study, uniaxial compression tests were conducted on the conglomerate in which the gravel diameter ranges from 2 to 26 mm. In these tests, a large number of micro-fractures were found to be generated evenly around gravels. Additionally, we found that as the gravel content increased, the uniaxial compressive strength and elastic modulus of conglomerate decreased, and the plasticity characteristics increased. The experimental results show that the gravel content is the key factor determining the mechanical properties of the conglomerate. When gravel content is less than the critical content (similar to 14.61-31.72%), at which the brittle-plastic transition of rocks exists, the macro-mechanical properties are mainly influenced by the cementing material. When gravel content is greater than the critical gravel content (similar to 78.50%), failure is determined by the Hertz contact stress among the gravels. When gravel content is between (similar to 14.61-31.72%) and (similar to 78.50%), Orowan additional stress is the main factor determining the mechanical mechanism of rock failure. This failure is closely related to gravel content and cementation strength between the gravel and matrix.

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