Model and Effects of Controlling the Pore Water Pressure Distribution Around Coal and Rock Masses on Crack Initiation

IF 3.6 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Yaping Hou, Yanwei Liu, Gang Xu
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Abstract

As mining depth increases, vertical fracturing cracks become more prevalent, complicating crack initiation and extension through controlled holes. Current mechanical models inadequately consider initiation angles, and the mechanisms governing the directional propagation of hydraulic fractures are not well understood. In this paper, a pore water pressure distribution equation for coal and rock around a control hole is established, along with a mechanical model for hydraulic fracture initiation. The water pressure field around the control borehole is coupled with the global stress field model to analyze pore pressure and effective stress distribution, highlighting how water injection pressure affects initiation pressure and angle and revealing the mechanisms of hydraulic fracture initiation influenced by pore water pressure. Results show that: (1) Crack initiation pressure negatively correlates with control pore pressure, with cracks forming in the controlled direction on one side and the maximum principal stress direction on the other. (2) Pore pressure decreases along the line connecting the holes, while effective stress increases sharply. The maximum principal stress is aligned with this line, and the gradient pore pressure inversely correlates with the distance from the control hole. (3) The pore water pressure in the control hole reduces the fracture initiation pressure. Increased water injection pressure aligns the fracture initiation angle more closely with the direction between the two holes. Comparing these results with relevant tests confirms the reliability of the theoretical model. In field applications, control hole parameters should be arranged according to the desired induced direction, guiding the implementation of controlled fracturing technology.
控制煤岩孔隙水压力分布对裂隙起裂的模型及影响
随着开采深度的增加,垂直压裂裂缝变得更加普遍,使裂缝通过受控孔的起裂和扩展变得更加复杂。目前的力学模型没有充分考虑起裂角,水力裂缝定向扩展的机理也没有得到很好的理解。本文建立了控制孔周围煤岩孔隙水压力分布方程,建立了水力起裂的力学模型。将控制孔周围的水压场与全局应力场模型耦合,分析孔隙压力和有效应力分布,突出注水压力对起裂压力和起裂角的影响,揭示孔隙水压力影响水力起裂的机理。结果表明:(1)裂缝起裂压力与控制孔隙压力呈负相关,裂缝在控制方向一侧形成,最大主应力方向在另一侧形成。(2)孔间孔隙压力沿孔间连接线减小,有效应力急剧增大。最大主应力与这条线对齐,梯度孔隙压力与距控制孔的距离成反比。(3)控制孔孔隙水压力降低了起裂压力。注水压力的增加使裂缝起裂角与两个井眼之间的方向更加接近。将这些结果与相关试验进行比较,证实了理论模型的可靠性。在现场应用中,控制孔参数应按预期诱导方向布置,指导可控压裂技术的实施。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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