中国石油勘探 ›› 2025, Vol. 30 ›› Issue (5): 159-170.DOI: 10.3969/j.issn.1672-7703.2025.05.012

• 工程技术 • 上一篇    

渤海浅部弱胶结地层力学特征与数字岩心仿真模拟

霍宏博1,2,3,李红涛3,汤柏松1,2,杨昕昊1,2,孙大林1,2,何世明3   

  1. 1 海洋油气高效开发全国重点实验室;2 中海石油(中国)有限公司天津分公司;3 油气藏地质及开发工程全国重点实验室(西南石油大学)
  • 发布日期:2025-09-14
  • 作者简介:霍宏博(1985-),男,河北深州人,硕士,2013年毕业于西南石油大学海洋油气工程专业,高级工程师,主要从事海洋油气井钻井方面的研究。地址:天津市滨海新区海川路2121号,邮政编码:300459。
  • 基金资助:
    海洋油气高效开发全国重点实验室主任基金(2024)前瞻基础项目子课题“海上浅层气井喷井下状态模拟研究”(KJQZ-2024-2101);中国海洋石油有限公司有限综合科研项目“渤海深层潜山油气藏钻完井关键技术研究”(KJZH-2023-2304)。

Research on mechanical properties and digital core simulation of shallow weakly consolidated formations in Bohai Sea area

Huo Hongbo1,2,3,Li Hongtao3,Tang Baisong1,2,Yang Xinhao1,2,Sun Dalin1,2,He Shiming3   

  1. 1 State Key Laboratory of Offshore Oil Exploitation; 2 Tianjin Branch of CNOOC (China) Co., Ltd.; 3 State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation, Southwest Petroleum University
  • Published:2025-09-14

摘要: 渤海海域浅部弱胶结地层因沉积年代新、成岩性差,取心样品松散不成形,导致常规岩石力学测试困难,不利于浅部层段钻井针对性设计。通过矿物综合表征、物理模拟实验及数字岩心建模,系统研究浅部地层的力学特征与破坏机制。采用XRD测试、铸体薄片分析及纳米压痕技术,揭示地层黏土矿物中蒙脱石占比达48.57%,具强水敏性,岩样胶结程度差、孔隙发育显著。物理模拟实验表明,随含水率从20%升至30%,岩样抗压强度由1.68MPa降至0.41MPa,弹性模量从22.1MPa 缩减至4.81MPa,破坏模式由脆性剪切破坏转为塑性变形,剪切带数量与宽度显著增加,剪胀效应增强。基于PFC6.0构建的数字岩心模型与物理实验结果高度吻合,不仅能还原试样从弹性变形到塑性破坏的动态过程,还通过细观损伤分析揭示了水分渗透导致颗粒间胶结力削弱的机制。首次建立渤海浅部弱胶结地层的数字岩心仿真模型,定量阐明含水率对地层力学特性的劣化规律,从“宏观力学响应—细观损伤演化”双尺度揭示水敏性致灾机理,为钻井液体系优化、井壁稳定性控制及防砂工艺设计提供了理论支撑,为海上弱胶结地层力学研究探索了新思路。

关键词: 渤海油田;浅部地层;弱胶结;数字岩心;岩石力学

Abstract: The shallow weakly consolidated strata in Bohai Sea area are characterized by new sedimentary age and poor diagenesis, resulting in loose and unformed core samples, and difficulty in conducting conventional rock mechanical tests, which is not conducive to the targeted drilling design in shallow sections. Through comprehensive mineral characterization, physical simulation experiments, and digital core modeling, the mechanical properties and failure mechanisms of shallow strata have systematically been analyzed. By using XRD testing, casting thin section analysis, and nanoindentation technology, the results show that montmorillonite accounts for 48.57% of the clay minerals in the formation, with strong water sensitivity, poor cementation degree, and well developed pores of rock samples. Physical simulation experiments indicate that as the water cut increases from 20% to 30%, the compressive strength of the rock sample decreases from 1.68 MPa to 0.41 MPa, the elastic modulus decreases from 22.1 MPa to 4.81 MPa, the failure mode changes from brittle shear failure to plastic deformation, the number and width of shear zones significantly increase, and the dilatancy effect enhances. The digital core model constructed based on PFC 6.0 is highly consistent with the physical experimental results, which can not only reproduce the dynamic process from elastic deformation to plastic failure of core samples, but also reveal the mechanism of weakening the interparticle bonding force caused by water infiltration through microscopic damage analysis. As a result, a digital core simulation model for shallow weakly consolidated formations in Bohai Sea area has been established for the first time, quantitatively elucidating the degradation law of increasing water cut on rock mechanical properties. The mechanism of water sensitivity induced disasters has been revealed from the dual scale of “macroscopic mechanical response–microscopic damage evolution”, which provides theoretical support for drilling fluid system optimization, wellbore stability control, and sand control process design, as well as new ideas for mechanical study of weakly consolidated formations in sea area.

Key words: Bohai Oilfield; shallow formation; weak consolidation; digital core; rock mechanics

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