喜马拉雅多期运动下库车坳陷构造变形响应特征

钟宇, 鞠玮, 张辉, 徐珂, 黄沛铭, 徐浩然, 王胜宇. 2024. 喜马拉雅多期运动下库车坳陷构造变形响应特征. 地质通报, 43(10): 1775-1787. doi: 10.12097/gbc.2022.03.043
引用本文: 钟宇, 鞠玮, 张辉, 徐珂, 黄沛铭, 徐浩然, 王胜宇. 2024. 喜马拉雅多期运动下库车坳陷构造变形响应特征. 地质通报, 43(10): 1775-1787. doi: 10.12097/gbc.2022.03.043
ZHONG Yu, JU Wei, ZHANG Hui, XU Ke, HUANG Peiming, XU Haoran, WANG Shengyu. 2024. Characteristics of structural deformation under Himalayan multi-periods movements in the Kuqa Depression. Geological Bulletin of China, 43(10): 1775-1787. doi: 10.12097/gbc.2022.03.043
Citation: ZHONG Yu, JU Wei, ZHANG Hui, XU Ke, HUANG Peiming, XU Haoran, WANG Shengyu. 2024. Characteristics of structural deformation under Himalayan multi-periods movements in the Kuqa Depression. Geological Bulletin of China, 43(10): 1775-1787. doi: 10.12097/gbc.2022.03.043

喜马拉雅多期运动下库车坳陷构造变形响应特征

  • 基金项目: 江苏省基础研究计划(自然科学基金)面上项目《超深层致密砂岩孔裂隙结构温敏性及力学特性响应机理》(编号:BK20201349)、中国石油天然气股份有限公司塔里木油田分公司项目(编号:041020060026)
详细信息
    作者简介: 钟宇(1998− ),男,在读硕士生,从事构造解析、非常规油气储层地质力学研究。E−mail:ts20010063a31@cumt.edu.cn
    通讯作者: 鞠玮(1988− ),男,博士,副教授,从事油气储层地质力学领域的教学与研究。E−mail:wju@cumt.edu.cn
  • 中图分类号: P54; P62

Characteristics of structural deformation under Himalayan multi-periods movements in the Kuqa Depression

More Information
  • 喜马拉雅期构造运动对中国西部地质地貌具有决定性影响,库车坳陷内的构造变形特征对其多期运动存在何种响应尚待解决。在库车坳陷克拉苏构造带地震剖面解译的基础上,采用离散元数值模拟、构造物理模拟等手段,探讨挤压背景下,喜马拉雅期构造活动造成的多期运动、垂向抬升、同构造沉积等因素对库车坳陷克拉苏构造带的构造变形响应特征与变形演化过程。克拉苏构造带对喜马拉雅多期运动的响应主要体现在,控制盐上层滑脱褶皱向前陆方向传播,挤压端褶皱隆升强度变弱;盐下层挤压端前展式叠瓦状逆冲断裂系统的倾角呈规律性变化,靠近挤压端的断裂倾角较大,远离挤压端断裂的倾角较小,但其逆冲的位移量大;同时,同构造沉积控制盐上层滑脱褶皱变形范围,垂向抬升主要控制盐下层叠瓦状逆冲断裂向前陆方向传播范围。构造变形过程研究显示,喜马拉雅多期运动导致克拉苏构造带构造分层的差异变形,盐上层滑脱褶皱变形范围更广,褶皱相关断层更发育,盐下层在发育前展式叠瓦状逆冲断层后会加强反冲构造的形成。研究结果揭示了喜马拉雅多期运动对克拉苏构造带动力学演化过程的影响,深化了对库车坳陷克拉苏构造带构造变形机理和演化过程的认识。

  • 加载中
  • 图 1  库车坳陷构造单元划分图和对应地震剖面位置(据贾承造等,2022修改)

    Figure 1. 

    图 2  库车坳陷南北向结构剖面图(剖面位置见图1 A-A’)

    Figure 2. 

    图 3  克拉苏构造带过BZ9井主干剖面地震解释剖面(剖面位置见图1

    Figure 3. 

    图 4  物理模拟实验模型示意图

    Figure 4. 

    图 5  实验模型切面图

    Figure 5. 

    图 6  克拉苏构造带离散元数值模拟初始模型

    Figure 6. 

    图 7  匀速、变速数值模拟过程对比图(黑色直线表示断层,其他花纹图例同图6)

    Figure 7. 

    图 8  过BZ9井主干地震剖面及盐构造挤压变形数值模拟(剖面位置见图1,黑色直线表示断层,其他花纹图例同图6)

    Figure 8. 

    图 9  喜马拉雅多期运动条件下构造变形模式图(d图地层代号、花纹图例同图3)

    Figure 9. 

    表 1  库车坳陷克拉苏构造带物理模拟模型参数

    Table 1.  Physical simulation model parameters of Kelasu structural belt in the Kuqa Depression

    模型参数 单位 自然界(n 模型(s 相似系数(sn
    重力加速度(g) m/s2 9.80 9.80 1
    长度(l m 40000 40×10−2 1×10−5
    速度(v m/s 1.38×10−10 4×10−6~8×10−6 2.9×104~5.8×104
    石英砂密度(ρb kg/m3 2400 1400 0.58
    硅胶密度(ρd kg/m3 2200 950 0.43
    粘度(η Pa·s 1×1019 8.8×103 8.8×10− 16
    应力(σ Pa 4.3×107~4.7×107 93.1~137.2 2.5×10−6
    应变(ε s−1 4.5×10−12 1.4×10−2 3.1×109
    下载: 导出CSV

    表 2  克拉苏构造带各层离散元(PFC2D)岩石微观物理学参数(据李维波等,2017

    Table 2.  Rock microphysical parameters of discrete element (PFC2D) in each layer of Kelasu structural belt

    参数 盐上层 盐下层 盐岩层
    密度ρ/(kg·m−3 2400 2600 2200
    颗粒强度/Pa 1×108 1×108 1×107
    粘结强度/Pa 1×106 1×106 1×106
    粒间摩擦因素 0.7 0.7 0.1
    重力加速度(g)/(m·s−3 9.81 9.81 9.81
    移动边界摩擦因素 / 0.7 /
    底边界摩擦因素 / 0.2 /
    下载: 导出CSV
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出版历程
收稿日期:  2022-03-23
修回日期:  2022-11-21
刊出日期:  2024-10-15

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