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青藏高原东北缘弧形构造生长:来自三维有限元数值模拟的启示

赵一霖, 孙玉军, 侯贵廷, 施炜. 2025. 青藏高原东北缘弧形构造生长:来自三维有限元数值模拟的启示. 地质力学学报, 31(3): 361-385. doi: 10.12090/j.issn.1006-6616.2025037
引用本文: 赵一霖, 孙玉军, 侯贵廷, 施炜. 2025. 青藏高原东北缘弧形构造生长:来自三维有限元数值模拟的启示. 地质力学学报, 31(3): 361-385. doi: 10.12090/j.issn.1006-6616.2025037
ZHAO Yilin, SUN Yujun, HOU Guiting, SHI Wei. 2025. The outward growth of the arcuate tectonic belt in the northeastern Tibetan Plateau: Insights from three-dimensional finite element numerical simulations. Journal of Geomechanics, 31(3): 361-385. doi: 10.12090/j.issn.1006-6616.2025037
Citation: ZHAO Yilin, SUN Yujun, HOU Guiting, SHI Wei. 2025. The outward growth of the arcuate tectonic belt in the northeastern Tibetan Plateau: Insights from three-dimensional finite element numerical simulations. Journal of Geomechanics, 31(3): 361-385. doi: 10.12090/j.issn.1006-6616.2025037

青藏高原东北缘弧形构造生长:来自三维有限元数值模拟的启示

  • 基金项目: 深地国家科技重大专项(2024ZD1001102);国家自然科学基金项目(42472278)
详细信息
    作者简介: 赵一霖(1994—),男,在读博士,构造地质学专业,主要从事构造地貌和数值模拟方向的研究。Email:18811680869@163.com
    通讯作者: 侯贵廷(1964—),男,教授,主要从事构造数值模拟、裂缝油气田模拟、地震深部动力学研究。Email:gthou@pku.edu.cn
  • 中图分类号: P542;P311.2

The outward growth of the arcuate tectonic belt in the northeastern Tibetan Plateau: Insights from three-dimensional finite element numerical simulations

  • Fund Project: This research is financially supported by the National Science and Technology Major Project of China on Deep Earth Exploration (Grant No.2024ZD1001102) and the National Natural Science Foundation of China (Grant No.42472278).
More Information
  • 青藏高原东北缘弧形构造带是青藏高原侧向生长的独特边界,以垂直于高原扩展方向的盆−山相间的弧形地貌为特征,代表了青藏高原扩展的独特生长方式。此次研究旨在运用三维有限元黏−塑性大变形数值模拟方法再现青藏高原东北缘弧形构造带的形成和演化过程,提出弧形构造生长的新构造样式和变形机制。此次模拟基于大量地质与地球物理资料,测试了银川盆地阻挡和弱的下地壳对弧形构造带内断裂发育的控制作用。结果表明,在青藏高原向东北扩展的过程中,地壳缩短增厚变形由高原向东北传播,受北东—南西向挤压作用,地块围限的中—新生代盆地区(弧形构造带)的深部物质向东北迁移,在受到刚性的鄂尔多斯地块和阿拉善地块阻挡后,向强度相对较弱的银川盆地有限挤入。银川盆地的阻挡是弧形构造带断裂在浅部地壳形成和发育的重要条件。黏度为2.5×1022 Pa·s 、黏聚力为2 MPa的弱下地壳对弧形构造带内断裂发育有促进作用,但不是断裂形成的必要条件。进一步分析青藏高原东北缘弧形构造带地表和3条剖面最大剪应变率分布特征及其随时间演化的规律发现,弧形构造带在深部总体上表现为“对冲”构造样式,指示深−浅变形机制存在解耦现象。弧形构造带的变形解耦深度在20 km和40 km发生,形成了3个构造层。其中的中—上地壳构造层以逆冲−褶皱构造变形方式调节地壳水平缩短和垂向增厚;而弱的下地壳作为弧形构造发育的滑脱层,以韧−塑性变形方式调节地壳水平缩短和垂向增厚;岩石圈地幔由于莫霍面的调节作用,也存在一定程度的缩短增厚。综合分析认为,青藏高原东北缘弧形构造带是在先存断裂和拆离带的控制下,主控断裂在9.5~2.5 Ma同步发育,并向深部扩展,最终切入中—下地壳。新的模拟研究结果为深化对青藏高原东北缘隆升和横向生长过程的认识提供了参考。

  • 加载中
  • 图 1  青藏高原及其邻区构造地貌图

    Figure 1. 

    图 2  青藏高原东北缘弧形构造地质简图(据Shi et al.,2020b修改)

    Figure 2. 

    图 3  青藏高原东北部及邻区构造地貌特征及地壳厚度分布

    Figure 3. 

    图 4  青藏高原东北部及邻区有效黏度等值线图以及主要断裂带(据Sun et al.,2025修改;其中岩石圈结构的有效黏度根据CRUST1.0模型,http://igppweb.ucsd.edu/~gabi/rem.html;断裂带图例及编号参考图2)

    Figure 4. 

    图 5  初始模型和边界条件以及网格划分和垂向分层方案

    Figure 5. 

    图 6  Case-1和Case-2模型最大剪应变率分布特征

    Figure 6. 

    图 7  Case-3模型地表最大剪应变率分布特征及其随时间演化规律

    Figure 7. 

    图 8  Case-3模型A–A′剖面最大剪应变率分布特征及其随时间演化规律

    Figure 8. 

    图 9  Case-3模型B–B′剖面最大剪应变率分布特征及其随时间演化规律

    Figure 9. 

    图 10  Case-3模型C–C′剖面最大剪应变率分布特征及其随时间演化规律

    Figure 10. 

    图 11  青藏高原东北缘弧形构造生长模型

    Figure 11. 

    图 12  青藏高原东北缘弧形构造同步生长模式图

    Figure 12. 

    图 13  Case-3中最大剪应变率沿3条剖面的分布特征及构造解译

    Figure 13. 

    表 1  青藏高原东北缘弧形断裂带构造演化

    Table 1.  Tectonic evolution of the arcuate fault zones in the northeastern Tibetan Plateau

    断裂带及其名称启动年龄/Ma最大水平挤压应力方向断层机制现今走滑速率/(mm/a)
    海原断裂带(F1~9.5(Shi et al.,2015NE—SW
    Shi et al.,2015
    逆冲 (Shi et al.,20151~6
    Chen et al.,2023
    5.4(王伟涛等,2013雷启云等,2016
    Chen et al.,2023
    ENE—WSW
    Shi et al.,2015
    逆冲兼左旋走滑(Shi et al.,2015
    雷启云等,2016
    2.7(王伟涛等,2013雷启云等,2016
    Chen et al.,2023
    左旋走滑(西段); 逆冲兼左旋走滑
    (东段)(Shi et al.,2015雷启云等,2016
    香山−天景山
    断裂带(F2
    5.4(王伟涛等,2013雷启云等,2016
    Chen et al.,2023
    NE—SW
    Shi et al.,2015
    逆冲兼左旋走滑(Shi et al.,2015
    雷启云等,2016
    2.3~2.9
    Chen et al.,2023
    ~2.7(王伟涛等,2013雷启云等,2016
    Chen et al.,2023
    ENE—WSW
    Shi et al.,2015
    正-左旋走滑(西段) ;逆冲兼左旋走滑
    (东段)(Shi et al.,2015雷启云等,2016
    烟筒山断裂带(F35.4 (董晓朋等,2020)或 ~2.7(王伟涛等,2013
    雷启云等,2016Chen et al.,2023
    NE—SW 或
    ENE—WSW
    Shi et al.,2015
    逆冲兼左旋走滑(雷启云等,2016尚未测定
    牛首山−罗山
    断裂带(F4
    ~2.5(Chen et al.,2015NW—SE
    Chen et al.,2015
    逆冲兼左旋走滑(陈虹等,20130.35(Chen et al.,2023
    0.15(Chen et al.,2015NNE—SSW
    Chen et al.,2015
    右旋走滑(陈虹等,2013
    注:烟筒山断裂带(F3)的启动年龄尚未被精准测定,估算得出。
    下载: 导出CSV

    表 2  模型参数

    Table 2.  Model Parameters

    地块 分层 Case-1 Case-2 Case-3
    $ {\eta }_{{\mathrm{eff}}} $ / Pa·s C/MPa $ {\eta }_{{\mathrm{eff}}} $ /(Pa·s) C/MPa $ {\eta }_{{\mathrm{eff}}} $ /(Pa·s) C/MPa
    鄂尔多斯地块和阿拉善地块 上地壳 1 × 1023 3× 105 1 × 1023 3× 105 1 × 1023 3× 105
    中地壳
    下地壳
    岩石圈地幔
    银川盆地 上地壳 2.5 × 1022 5 2.5 × 1022 3 × 103 2.5 × 1022 3 × 103
    中地壳
    下地壳
    岩石圈地幔 50
    弧形构造带 上地壳 2.5 × 1022 5 2.5 × 1022 5 2.5 × 1022 5
    中地壳
    下地壳 2
    岩石圈地幔 50 50 50
    陇中地块 上地壳 2.5 × 1022 20 2.5 × 1022 20 2.5 × 1022 20
    中地壳
    下地壳 2
    岩石圈地幔 50 50 50
    注:上地壳密度为2700 kg/m3,中地壳密度为2800 kg/m3,下地壳密度为3000 kg/m3,岩石圈地幔密度为3300 kg/m3
    下载: 导出CSV
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收稿日期:  2025-04-05
修回日期:  2025-05-09
录用日期:  2025-05-12
网络出版日期:  2025-05-22
刊出日期:  2025-06-28

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