文章摘要
基于声学特性的川中地区沙溪庙组致密砂岩可压性评价
Acoustic-Based Evaluation of Tight Sandstone Fracability in the SXM Formation, Chuanzhong Area
投稿时间:2025-04-30  修订日期:2025-05-30
DOI:
中文关键词: 致密砂岩  脆性  可压性评价  测井评价  三轴应力
英文关键词: Tight sandstone  Brittleness  Fracability evaluation  Logging evaluation  Triaxial stress
基金项目:国家自然科学基金青年项目,“基于成像测井的页岩气储层可压裂性评价方法研究”
作者单位邮编
苗清* 中国石油集团测井有限公司西南分公司 400021
齐宝权 中国石油集团测井有限公司西南分公司 400021
张梦宁 中国石油集团测井有限公司西南分公司 400021
赖富强 重庆科技大学石油与天然气工程学院 
贺洪举 中国石油集团测井有限公司西南分公司 400021
刘海军 中国石油集团测井有限公司西南分公司 400021
张树东 中国石油集团测井有限公司西南分公司 400021
罗宁 中国石油集团测井有限公司西南分公司 400021
何仕鹏 中国石油西南油气田公司川西北气矿 
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中文摘要:
      川中地区沙溪庙组以三角洲-湖泊相沉积为主,砂体纵向上叠置、平面上广覆式分布,但相带变化快、纵横向砂体间差异大,储层工程品质与实际产能关系密切,川中地区沙溪庙组致密砂岩受岩心数量限制,无法得到连续地层剖面的脆性指数、断裂韧性等品质参数,而测井资料由于间接误差计算大,评价结果准确性低,因此本文以沙溪庙组致密砂岩为研究对象,首先通过Fisher判别法快速识别储层,在此基础上,综合室内实验和测井资料,开展了开展三轴应力应变试验,获得岩石的应力应变曲线以及抗压强度和最大载荷等静态岩石力学参数,结合阵列声波测井资料中获得的纵横波速度求取动态参数,建立了岩石动静态参数之间的转换模型,形成了利用脆性与断裂韧性相结合的可压性指数来定量评价致密砂岩储层可压性评价方法。研究结果表明,沙溪庙组可压性指数大于0.6,可压裂性好,在压裂时容易形成复杂的裂缝网络;可压性指数介于0.55~0.6之间,可压性指数小于0.55,可压性差,压裂时通常不会形成理想的裂缝网络,且压裂后裂缝容易闭合,该方法为致密砂岩甜点评价及压裂施工提供重要参考。
英文摘要:
      The Shaximiao Formation in the central Sichuan region is mainly composed of delta lake sedimentation, with sand bodies vertically stacked and widely covered in the plane. However, the facies changes rapidly and there are significant differences between the longitudinal and transverse sand bodies.The engineering quality of reservoirs is closely related to actual productivity. In the tight sandstone of the SXM Formation in the Chuanzhong area, limited core samples restrict the acquisition of continuous stratigraphic profile parameters such as brittleness index and fracture toughness. Meanwhile, logging data exhibit significant indirect errors, leading to low accuracy in evaluation results. Therefore, this article takes the SXM tight sandstone as the research object. Firstly, the Fisher discriminant method is used to quickly identify the reservoir. Based on this, indoor experiments and logging data are comprehensively analyzed, integrating laboratory experiments and logging data. Through triaxial stress-strain tests, static rock mechanical parameters such as stress-strain curves, compressive strength, and maximum load were obtained. Dynamic parameters were derived from compressional and shear wave velocities in array acoustic logging data. A conversion model between static and dynamic rock parameters was established, forming a quantitative fracability evaluation method that combines brittleness and fracture toughness. The research results show that the SXM group has a compressibility index greater than 0.6, indicating good fracturability and the easy formation of complex fracture networks during fracturing. When the compressibility index is between 0.55 and 0.6, the compressibility is moderate. If the compressibility index is less than 0.55, the compressibility is poor, and during fracturing, an ideal fracture network is usually not formed, and the fractures tend to close after fracturing. This method provides an important reference for the evaluation of sweet spots in tight sandstone and fracturing operations.
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