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深地页岩储层聚能射流侵彻及损伤致裂机理研究

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为研究地应力对聚能射流侵彻页岩储层的影响,建立了聚能射流侵彻不同围压页岩的准二维模型,采用动态松弛法加载页岩围压分别为 0、10、20、30 MPa,分别从射孔深度、页岩孔裂隙形成规律特征和监测点应力变化等方面系统性分析了射流侵彻下的页岩损伤致裂机理.研究结果表明:聚能射流侵彻页岩后损伤区域可以分为完全破坏区、压剪破坏区、拉伸破坏区,围压增加造成破坏区域减小.围压对于页岩射孔深度和损伤致裂效果具有明显影响,无围压下页岩的侵彻深度为 600.3 mm,10、20、30 MPa围压下页岩的侵彻深度分别减小至 524.3、454.3、446.1 mm,减小幅度分别为 12.66%、24.32%、25.69%,更高的围压对页岩孔周裂隙的发育和损伤具有更明显的抑制作用.页岩射孔过程中的峰值压力随着与孔道中心距离增大而快速减小,且衰减速度逐渐由快减慢;随着与侵彻起点距离增大而逐渐减小,减小趋势近似为线性;相同监测点峰值压力随围压增大呈现明显的增加趋势.
Study on the Mechanism of Charge Jet Penetration and Damage Induced Cracking in Deep Shale Reservoirs
In order to study the influence of in-situ stress on the penetration of shaped jets into shale reservoirs,a quasi-two-dimensional model of shaped jets penetrating shale under different confining pressures was established,and the shale confi-ning pressures loaded by dynamic relaxation method were 0,10,20 and 30 MPa,respectively,and the fracture mechanism of shale damage caused by jet penetration was systematically analyzed from the aspects of perforation depth,shale pore fracture formation law characteristics and stress changes at monitoring points.The results show that the damage area of shaped jet after penetration into shale can be divided into complete failure zone,compression-shear failure zone and tensile failure zone,and the failure area decreases due to the increase of confining pressure.The penetration depth of shale without confining pressure is 600.3 mm,and the penetration depth of shale under 10,20 and 30 MPa confining pressure decreases to 524.3,454.3 and 446.1 mm,respectively,with a reduction range of 12.66%,24.32%and 25.69%,respectively.The peak pressure of shale perforation decreases rapidly with the increase of the distance from the center of aperture,and the attenuation rate gradually de-creases from fast to fast,and decreases gradually with the increase of the distance from the starting point of penetration,and the decreasing trend is approximately linear.

penetrating injuryshale reservoirhigh geo-stressconstitutive modelnumerical simulation

罗宁、柴亚博、牟恭雨、王一鸣、王路伽

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深地工程智能建造与健康运维全国重点实验室 江苏 徐州 221116

中国矿业大学力学与土木工程学院,江苏 徐州 221116

中国矿业大学电气工程学院,江苏 徐州 221116

侵彻损伤 页岩储层 高地应力 本构模型 数值模拟

国家重点研发计划(十三五)国家自然科学基金国家自然科学基金中国矿业大学研究生创新计划

2020YFA071180012072363123723732023WLJCRCZL044

2024

金属矿山
中钢集团马鞍山矿山研究院 中国金属学会

金属矿山

CSTPCD北大核心
影响因子:0.935
ISSN:1001-1250
年,卷(期):2024.(5)
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