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塔里木盆地博孜—大北逆冲推覆带超深层致密砂岩地应力场模拟及分区评价

邢梓萌 李瑞雪 邓虎成 宿航 张家维 何建华 张辉 胡笑非 马顺婷

邢梓萌, 李瑞雪, 邓虎成, 宿航, 张家维, 何建华, 张辉, 胡笑非, 马顺婷. 塔里木盆地博孜—大北逆冲推覆带超深层致密砂岩地应力场模拟及分区评价[J]. 石油实验地质, 2025, 47(2): 296-310. doi: 10.11781/sysydz2025020296
引用本文: 邢梓萌, 李瑞雪, 邓虎成, 宿航, 张家维, 何建华, 张辉, 胡笑非, 马顺婷. 塔里木盆地博孜—大北逆冲推覆带超深层致密砂岩地应力场模拟及分区评价[J]. 石油实验地质, 2025, 47(2): 296-310. doi: 10.11781/sysydz2025020296
XING Zimeng, LI Ruixue, DENG Hucheng, SU Hang, ZHANG Jiawei, HE Jianhua, ZHANG Hui, HU Xiaofei, MA Shunting. Simulation and zoning evaluation of in-situ stress field within ultra-deep tight sandstone reservoirs in thrust-nappe structures of Bozi-Dabei area, Tarim Basin[J]. PETROLEUM GEOLOGY & EXPERIMENT, 2025, 47(2): 296-310. doi: 10.11781/sysydz2025020296
Citation: XING Zimeng, LI Ruixue, DENG Hucheng, SU Hang, ZHANG Jiawei, HE Jianhua, ZHANG Hui, HU Xiaofei, MA Shunting. Simulation and zoning evaluation of in-situ stress field within ultra-deep tight sandstone reservoirs in thrust-nappe structures of Bozi-Dabei area, Tarim Basin[J]. PETROLEUM GEOLOGY & EXPERIMENT, 2025, 47(2): 296-310. doi: 10.11781/sysydz2025020296

塔里木盆地博孜—大北逆冲推覆带超深层致密砂岩地应力场模拟及分区评价

doi: 10.11781/sysydz2025020296
基金项目: 

国家自然科学基金面上项目 42072182

四川省杰出青年科技人才项目 2020JDJQ0058

详细信息
    作者简介:

    邢梓萌(2001—),女,硕士生,从事储层地质力学精细表征等研究。E-mail: xzm0777777@163.com

    通讯作者:

    李瑞雪(1994—),女,博士,副教授,从事地质力学分析、地应力场精细表征等研究。E-mail: liruixue19@cdut.edu.cn

  • 中图分类号: TE121.2

Simulation and zoning evaluation of in-situ stress field within ultra-deep tight sandstone reservoirs in thrust-nappe structures of Bozi-Dabei area, Tarim Basin

  • 摘要: 塔里木盆地博孜—大北地区白垩系致密砂岩储层是我国超深层致密砂岩气勘探开发的重点层系。受逆冲推覆构造及盐构造双重影响,该地区发育了叠瓦状褶皱构造及一系列断距大、倾角变化显著的断裂,导致地应力场分布复杂多变,难以准确预测,严重制约了该区的勘探开发进程。为揭示其应力分布规律,建立了一套适用于逆冲推覆构造特征的地应力场模拟方法,并结合储层地质特征与工程改造需求对研究区进行了应力分级分区评价。基于岩心测试、测井资料、矿场试验数据,标定了单井地应力方向和大小,系统分析了研究区地应力方向与大小的分布特征;通过探讨地应力对储层物性、脆性、工程改造难度的影响,建立了研究区应力分级评价标准;对博孜—大北地区重点开发的B1井区进行了精细三维非均质地应力场建模,明确了B1井区应力分布规律,完成了分区评价。地应力场数值模拟结果与单井地应力解释结果平均误差率小于10%,B1井区地应力方向主要为N170°—190°E,断裂附近地应力方向沿断裂走向发生20°~60°的偏转。地应力大小受埋深影响,呈现由北向南递增的趋势,背斜高点及断裂带内地应力与应力差减小;断裂级次越高,其对地应力的断裂扰动范围及强度越大。以最小主应力145 MPa、水平应力差34 MPa为界,将地应力状态由好到差分为4类:低应力差—低地应力、高应力差—低地应力、低应力差—高地应力、高应力差—高地应力。B1井区有利于压裂改造的低应力差—低地应力区主要分布于白垩系巴什组断裂上盘和构造变形高部位。

     

  • 图  1  塔里木盆地博孜—大北地区构造位置及研究区地震剖面

    a.克拉苏构造带位置;b.博孜—大北地区构造位置;c.博孜—大北地区A6-A13地震剖面,据参考文献[25]修改。

    Figure  1.  Structural location of Bozi-Dabei area of Tarim Basin and seismic profile of study area

    图  2  地应力方向实验测试原理及结果

    Figure  2.  Principle and results of experimental test of in-situ stress direction

    图  3  塔里木盆地博孜—大北地区最大水平主应力方向玫瑰花图

    Figure  3.  Rose diagrams of maximum horizontal principal stress direction in Bozi-Dabei area of Tarim Basin

    图  4  塔里木盆地博孜—大北地区A901井声发射实验测试结果

    Figure  4.  Acoustic emission experimental results of well A901 in Bozi-Dabei area of Tarim Basin

    图  5  塔里木盆地博孜—大北地区A103井地应力大小测井解释综合柱状图

    Figure  5.  Comprehensive histogram of in-situ stress magnitude logging interpretation for well A103 in Bozi-Dabei area of Tarim Basin

    图  6  塔里木盆地博孜—大北地区地应力大小解释结果平面分布柱状图

    Figure  6.  Planar distribution histograms of in-situ stress magnitude interpretation results in Bozi-Dabei area of Tarim Basin

    图  7  孔隙度、脆性指数、闭合压力与最小水平主应力及水平两向应力差交会图

    Figure  7.  Intersection plots of porosity, brittleness index, closure pressure with minimum horizontal principal stress and horizontal stress differences

    图  8  塔里木盆地博孜—大北地区A101-2井(a)和A103井(b)压裂施工曲线

    Figure  8.  Fracturing construction curves of wells A101-2 (a) and A103 (b) in Bozi-Dabei area of Tarim Basin

    图  9  考虑断裂扰动的地应力场数值模拟流程

    Figure  9.  Flowchart for numerical simulation of in-situ stress field considering fault disturbance

    图  10  塔里木盆地博孜—大北地区B1井区三维地质模型

    Figure  10.  Three-dimensional geological model of well B1 in Bozi-Dabei area, Tarim Basin

    图  11  塔里木盆地博孜—大北地区B1井区K1bs组2段岩石力学参数分布

    Figure  11.  Distribution of rock mechanical parameters in K1bs2 section of well B1 in Bozi-Dabei area, Tarim Basin

    图  12  岩石力学参数与钻井距断裂距离交会图

    Figure  12.  Intersection plots of rock mechanical parameters with drilling-fault distance

    图  13  岩石力学参数与d/D交会图

    Figure  13.  Intersection plots of rock mechanical parameters with d/D

    图  14  最大水平主应力方向模拟结果与模拟吻合率统计

    Figure  14.  Simulation results of maximum horizontal principal stress direction and its matching rate

    图  15  塔里木盆地博孜—大北地区B1井区K1bs组2段—K1bx组2段三维地应力大小模拟结果

    Figure  15.  Three-dimensional in-situ stress simulation results of K1bs2 to K1bx2 sections in well B1 of Bozi-Dabei area, Tarim Basin

    图  16  现今地应力大小模拟结果与模拟吻合率统计

    Figure  16.  Simulation results of present in-situ stress magnitude and its matching rate

    图  17  塔里木盆地博孜—大北地区B1井区K1bs组2段现今地应力方向数值模拟结果

    Figure  17.  Numerical simulation results of present in-situ stress direction in K1bs2 section of well B1 in Bozi-Dabei area, Tarim Basin

    图  18  塔里木盆地博孜—大北地区B1井区K1bs2段现今地应力大小数值模拟结果

    Figure  18.  Numerical simulation results of present in-situ stress in K1bs2 section of well B1 in Bozi-Dabei area, Tarim Basin

    图  19  塔里木盆地博孜—大北地区B1井区各小层应力分区结果

    Figure  19.  Stress zoning results of each sub-layer in well B1 area of Bozi-Dabei area, Tarim Basin

    表  1  现今地应力方向解释方法原理及适用性汇总

    Table  1.   Summary of principles and applicability of present in-situ stress direction interpretation methods

    现今地应力方向解释方法 原理 单井解释示例
    偶极声波测井分析
    电成像影响分析
    多井径测井分析
    下载: 导出CSV

    表  2  现今地应力大小解释方法原理及适用性汇总

    Table  2.   Summary of principles and applicability of present in-situ stress magnitude interpretation methods

    现今地应力方向解释方法 原理 单井解释示例
    井壁崩落反演法
    水力压裂法
    下载: 导出CSV

    表  3  地应力分级评价标准

    Table  3.   Grading evaluation standard for in-situ stress

    分类 应力分级评价
    水平两向应力差/MPa 最小水平主应力/MPa
    Ⅰ类(低应力差—低地应力) < 34 < 145
    Ⅱ类(高应力差—低地应力) ≥34 < 145
    Ⅲ类(低应力差—高地应力) < 34 ≥145
    不利区(高应力差—高地应力) ≥34 ≥145
    下载: 导出CSV
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  • 收稿日期:  2024-02-21
  • 修回日期:  2025-02-06
  • 刊出日期:  2025-03-28

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