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川西北前陆扩展砂箱物理模拟及其深层晚期扩展变形特征

罗强 何宇 黄家强 张静 梁霄 于豪 杨荣军 邓宾

罗强, 何宇, 黄家强, 张静, 梁霄, 于豪, 杨荣军, 邓宾. 川西北前陆扩展砂箱物理模拟及其深层晚期扩展变形特征[J]. 石油实验地质, 2020, 42(6): 1031-1040. doi: 10.11781/sysydz2020061031
引用本文: 罗强, 何宇, 黄家强, 张静, 梁霄, 于豪, 杨荣军, 邓宾. 川西北前陆扩展砂箱物理模拟及其深层晚期扩展变形特征[J]. 石油实验地质, 2020, 42(6): 1031-1040. doi: 10.11781/sysydz2020061031
LUO Qiang, HE Yu, HUANG Jiaqiang, ZHANG Jing, LIANG Xiao, YU Hao, YANG Rongjun, DENG Bin. Analogue experiments on the piggyback propagation in northwestern Sichuan and latest propagation in its deeps[J]. PETROLEUM GEOLOGY & EXPERIMENT, 2020, 42(6): 1031-1040. doi: 10.11781/sysydz2020061031
Citation: LUO Qiang, HE Yu, HUANG Jiaqiang, ZHANG Jing, LIANG Xiao, YU Hao, YANG Rongjun, DENG Bin. Analogue experiments on the piggyback propagation in northwestern Sichuan and latest propagation in its deeps[J]. PETROLEUM GEOLOGY & EXPERIMENT, 2020, 42(6): 1031-1040. doi: 10.11781/sysydz2020061031

川西北前陆扩展砂箱物理模拟及其深层晚期扩展变形特征

doi: 10.11781/sysydz2020061031
基金项目: 

国家自然科学基金项目 41572111

四川省自然科学基金项目 2017JQ025

详细信息
    作者简介:

    罗强(1994-), 男, 硕士研究生, 从事构造解析和物理模拟研究。E-mail: luoqiang421@stu.cdut.edu.cn

    通讯作者:

    邓宾(1980-), 男, 博士, 教授, 从事砂箱构造物理模拟、含油气盆地分析等研究。E-mail: dengbin13@mail.cdut.edu.cn

  • 中图分类号: TE121.2

Analogue experiments on the piggyback propagation in northwestern Sichuan and latest propagation in its deeps

  • 摘要: 近年来油气勘探揭示了川西前陆北段油气资源的巨大潜力,但因受控于龙门山—川西前陆系统多期构造活动和山前带深埋藏等,川西前陆山前隐伏构造带含油气构造模型解释具有明显的多解性和不确定性。基于川西北前陆原型与实验室砂箱构造物理模型间几何学—运动学—动力学相似性原理,通过两组川西前陆北段扩展变形构造物理模型对比实验(即标准模型实验和断坪—断坡模型实验),揭示川西冲断褶皱带—前陆盆地受控于中、下三叠统膏盐和下寒武统泥岩2套主滑脱层系,晚中生代—新生代呈现出分层式前陆扩展变形特征,基底断坪—断坡结构对川西北前陆深层冲断—冲起构造的控制影响作用最为明显。进一步结合川西北前陆双鱼石地区三维地震解释资料,揭示川西北前展式扩展晚期变形的古生界隐伏冲断—冲起构造构成了川西北深层主要的勘探潜力区。

     

  • 图  1  川西北地区地质概况

    Figure  1.  Geological map of northwestern Sichuan Basin

    图  2  川西北段砂箱物理模型边界条件示意

    Figure  2.  Boundary conditions for sandbox model of northwestern Sichuan Basin

    图  3  川西北段地层比例标准(a)和断坪—断坡结构(b)模型实验演化及其解释

    ①-⑨.挤压缩短量逐渐增加导致造山带楔形体物质序次变形过程,⑨.模型挤压结果构造解释图。图中冲断层及其相关褶皱结构按照形成演化序列标注,T6a等.浅部滑脱层系逆冲断层,T6b等.深部前展式逆断层,T6b'.深部反冲断层

    Figure  3.  Evolution and interpretation of standard scaled (a)and the pre-existing ramp-flat structure(b)experiment of northwestern Sichuan Basin

    图  4  川西北段砂箱物理模型模拟楔形体几何学特征

    Figure  4.  Geometric features of wedges in sandbox analogue experiments of northwestern Sichuan Basin

    图  5  冲断褶皱带典型扩展生长变形过程模式

    Figure  5.  Typical propagation process of fold and thrust belt

    图  6  川西北前陆区地震测线及其深部冲起结构构造解释对比

    测线位置见图 1

    Figure  6.  Seismic lines of the foreland zone in northwestern Sichuan Basin and the interpretation of their thrust and pop-up structures

    表  1  砂箱物理模型模拟实验比例系数特征

    Table  1.   Scale coefficient for sandbox physical model of simulation experiments

    参数 物理模型(M) 自然实例(N) 比例系数(M/N)
    长度(L) /m 8.5×10-1 1.7×105 L*=5×10-6
    缩短量(D)/m 0.30 6.0×104 D*=5×10-6
    内聚力 20~100 Pa 5~20 MPa
    重力加速度(g)/(m·s-2) 9.81 9.81 g* =1.0
    密度(石英砂)/(kg·m-3) 1 550 2 200 ρ*1=0.70
    密度(玻璃珠)/(kg·m-3) 1 370 2 400 ρ*2=0.57
    密度(硅胶)/(kg·m-3) 960 2 300 ρ*3=0.42
    应力(σ) σ* =ρ*g*L* =6.60×10-6
    动力黏度(η)/(Pa·s) 2.1×104 1.7×1019 η* =1.24×10-15
    时间 1×105 s tN=tM/t*=8.44 Ma t* =η*/σ* =3.76×10-10
    速率 0.003 mm/s 7.1 km/Myr
    注:tNtM分别代表自然实际和实验模型中的时间跨度,t*为实验—实例时间比例系数,η*为动力黏度比例系数。表中部分参数来源于文献[23],计算公式参考文献[4]。
    下载: 导出CSV
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  • 收稿日期:  2020-03-26
  • 修回日期:  2020-09-19
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