准噶尔盆地中部深层砂岩储层脆性特征及水力裂缝扩展研究

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Lianchong Li, Jian Lu, Wenqiang Mu, Ran Ding, Anhai Zhong, Feng Yang, Mingyang Zhai
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引用次数: 0

摘要

近年来,油气资源勘探不断向深层储层拓展,如准噶尔盆地中部深层砂岩储层。岩石脆性和地应力水平对水力压裂增产效果有显著影响。本文通过实验分析,提出了一种基于几何均值的综合指数(GMCI)。随后,分析了脆性对破坏模式和声发射特性的影响。最后,建立了考虑孔隙压力、地应力和裂缝在现场尺度下的三维数值模型,对深部砂岩油藏水力压裂进行了分析,并通过微震监测结果进行了验证。研究结果表明,GMCI方法可以有效地评价深部砂岩脆性。随着围压的增大,脆性指数总体呈减小趋势;这与实验中的破坏模式一致。随着脆性矿物含量的增加,破坏模式由单一剪切破坏向复合破坏转变,形成不同的声发射振动模式。随着储层埋深增加400 m,裂缝长度和宽度分别减小35.5%和36.5%,增产储层体积(SRV)减小33.6%。砂岩储层的脆性响应有限,导致裂缝复杂性和压裂效果显著降低。研究结果可为深部砂岩的力学响应、脆性评价及现场压裂设计提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigation of brittle characteristics and hydraulic fracture propagation in deep sandstone reservoirs in the central Junggar Basin

In recent years, the exploration of oil and gas resources has been continuously extended to deep reservoirs, such as deep sandstone reservoirs in the central Junggar Basin, Western China. Hydraulic fracturing for increasing production is significantly affected by rock brittleness and in-situ stress level. In this study, a geometric mean-based comprehensive index (GMCI) was proposed from experimental analyses. Subsequently, the effect of brittleness on failure modes and acoustic emission (AE) characteristics was analyzed. Finally, a three-dimensional numerical model was established considering pore pressure, in-situ stress, and fractures at the field scale to analyze the hydraulic fracturing in deep sandstone oil reservoirs, which was validated by microseismic monitoring (MS) results. The research results indicate that the brittleness of deep sandstones can be effectively evaluated with the GMCI method. With the increase of confining pressure, the overall trend of the brittleness index decreases; this is consistent with the failure mode in the experiments. With increasing brittle mineral content, the failure modes change from single shear failure to composite failure with multiple fractures, resulting in different AE vibration modes. With increasing burial depth of the reservoir by 400 m, the fracture length and width were reduced by 35.5% and 36.5%, respectively, and the stimulated reservoir volume (SRV) was reduced by 33.6%. The brittle response of a sandstone reservoir is limited, resulting in a significant decrease in fracture complexity and fracturing effect. The research results can provide some references for the mechanical response, brittle evaluation and field fracturing design of deep sandstone.

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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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