Experimental investigation of hydraulic fracture propagation in fractured blocks
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  • 作者:Ali Naghi Dehghan ; Kamran Goshtasbi…
  • 关键词:Hydraulic fracture propagation ; Laboratory experiments ; The pre ; existing fracture strike and dip ; Horizontal stress difference
  • 刊名:Bulletin of Engineering Geology and the Environment
  • 出版年:2015
  • 出版时间:August 2015
  • 年:2015
  • 卷:74
  • 期:3
  • 页码:887-895
  • 全文大小:1,494 KB
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  • 作者单位:Ali Naghi Dehghan (1)
    Kamran Goshtasbi (2)
    Kaveh Ahangari (1)
    Yan Jin (3)

    1. Department of Mining Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran
    2. Department of Mining Engineering, Tarbiat Modares University, Tehran, Iran
    3. Faculty of Petroleum Engineering, China University of Petroleum, Beijing, China
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Applied Geosciences
    Structural Foundations and Hydraulic Engineering
    Geoecology and Natural Processes
    Nature Conservation
  • 出版者:Springer Berlin / Heidelberg
  • ISSN:1435-9537
文摘
Natural fractures in reservoirs can be the cause of many adverse effects during hydraulic fracturing treatment. In the present paper, hydraulic fracturing tests are used to investigate the interaction of a propagating hydraulic fracture with a natural fracture in the fractured blocks. Systematic experiments were designed and performed on the cement blocks with different pre-existing fracture strikes and dips (30°, 60° and 90°). The effect of horizontal stress difference on the propagation of hydraulic fractures was also determined through a series of experiments with different values for Δσ, which were 5 and 10?MPa, respectively. Propagation arrest of the hydraulic fracture and crossing the pre-existing fracture were two dominating fracture behaviors at horizontal stress differences of 5 and 10?MPa, respectively. It was observed that both the magnitude of differential stress and the pre-existing fracture geometry can magnify the effect of a pre-existing fracture on hydraulic fracture propagation. When the horizontal differential stress is low (5?MPa), the hydraulic fracture crosses the pre-existing fracture at a high pre-existing fracture dip (90°) and at an intermediate to high pre-existing fracture strike (60°-0°), while hydraulic fracture is arrested by the opening of the pre-existing fracture at a pre-existing fracture strike (30°). Meanwhile, when the pre-existing fracture dip is low to intermediate (30°-0°) and its strike is low to high (30°-0°), hydraulic fracture is arrested by the opening and shear slippage of the pre-existing fracture in this situation. However, at a high horizontal differential stress (10?MPa), when the pre-existing fracture dip is low to high (30°-0°), the hydraulic fracture crosses the pre-existing fracture at the strike of the pre-existing fracture of 60°-0°, and when it is decreased to 30°, the hydraulic fracture is arrested by th eopening and shear slippage of the pre-existing fracture. Therefore, the pre-existing fracture’s strike and dip play a significant role in the propagation of hydraulic fracture at a low horizontal stress difference, while the role of the pre-existing fracture dip at a high horizontal stress difference is less than the pre-existing fracture strike on the propagation of hydraulic fracture.

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