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正应力对走滑断层亚失稳协同化影响数值模拟

代树红 孙朝阳

代树红,孙朝阳,2026. 正应力对走滑断层亚失稳协同化影响数值模拟[J]. 地质力学学报,32(2):1−13 doi: 10.12090/j.issn.1006-6616.2025022
引用本文: 代树红,孙朝阳,2026. 正应力对走滑断层亚失稳协同化影响数值模拟[J]. 地质力学学报,32(2):1−13 doi: 10.12090/j.issn.1006-6616.2025022
DAI S H,SUN Z Y,2026. Numerical simulation of the influence of normal stress on sub-instability synergy of strike-slip faults[J]. Journal of Geomechanics,32(2):1−13 doi: 10.12090/j.issn.1006-6616.2025022
Citation: DAI S H,SUN Z Y,2026. Numerical simulation of the influence of normal stress on sub-instability synergy of strike-slip faults[J]. Journal of Geomechanics,32(2):1−13 doi: 10.12090/j.issn.1006-6616.2025022

正应力对走滑断层亚失稳协同化影响数值模拟

doi: 10.12090/j.issn.1006-6616.2025022
基金项目: 国家自然科学基金重点项目(U1839211)
详细信息
    作者简介:

    代树红(1978—),男,博士,教授,主要从事地震动力学研究。Email:dsh3000@126.com

    通讯作者:

    代树红(1978—),男,博士,教授,主要从事地震动力学研究。Email:dsh3000@126.com

  • 中图分类号: P554

Numerical simulation of the influence of normal stress on sub-instability synergy of strike-slip faults

Funds: This research is financially supported by the National Natural Science Foundation of China ( (Grant No.U1839211))
  • 摘要: 为揭示走滑断层在不同正应力作用下的协同化规律,通过数值模拟方法系统研究了走滑断层的失稳过程。通过对比分析不同正应力条件下走滑断层剪应变场的时空演化特征,探讨了正应力对剪应变场演化和断层位移的影响,并基于剪应变场和断层位移的变化,对协同化程度进行了定量判定。研究结果表明:在相同条件下,垂直于断层方向的正应变随时间步增长呈递减趋势;而平行于断层方向的剪应变在不同监测点的演化规律相似但均值大小不同,1号监测点剪应变均值为负值,11号监测点剪应变均值为正值,2~10号监测点剪应变均值趋向于0,其中监测点为获取数据变化的监测位置;在亚失稳阶段断层应力累积至临界时,模型的薄弱区域剪应变率先显著增加,剪应变集中区域范围逐渐扩展并贯通,最终形成连续的剪应变联通区域;同震位移、剪应变和剪应变能密度同正应力呈正相关关系;随着正应力的增加,协同化系数逐渐减小,协同化程度增加,在亚失稳阶段协同化系数出现明显的下降趋势。最终得出以下结论:正应力通过调控剪应变能的空间分布与释放过程,显著影响走滑断层亚失稳阶段的协同化程度;正应力增大导致同震位移增加、剪应变能积累增强,并有效提升断层的协同化程度;协同化系数可作为量化断层失稳前协同化程度的关键指标,对识别断层亚失稳状态具有应用价值。这一研究明确了正应力与走滑断层协同化程度之间的正相关关系,为地震预测和防灾减灾提供了重要的科学依据。

     

  • 图  1  实验室模型示意图

    Figure  1.  Schematic of the laboratory model

    图  2  监测区域与监测点分布

    Figure  2.  Monitoring area and monitoring point distribution

    图  3  垂直于断层的正应变曲线图与平行于断层的剪应变曲线图

    $ {\varepsilon }_{\text{yy}} $—垂直于断层方向的正应变;$ {\varepsilon }_{\text{xy}} $—平行于断层方向的剪应变

    Figure  3.  Curves of normal strain perpendicular to the fault and shear strain parallel to the fault

    (a) The normal strain curve perpendicular to the fault; (b) The shear strain curve parallel to the fault $ {\varepsilon }_{\text{yy}} $—The normal strain perpendicular to the fault; $ {\varepsilon }_{\text{xy}} $—The shear strain parallel to the fault

    图  4  剪应力−时间步图

    Figure  4.  Shear stress–time step graph

    (a) A stick-slip event in the S1 group; (b) Local enlargement before instability

    图  5  左盘接触面范围

    Figure  5.  Contact surface range of the left part

    图  6  左盘接触面剪应变云图

    $ {\varepsilon }_{\text{xy}} $—剪应变

    Figure  6.  Shear strain contour map of the contact surface on the left part

    $ {\varepsilon }_{\text{xy}} $—shear strain

    图  7  不同正应力下的剪应变云图

    $ {\varepsilon }_{\text{xy}} $—剪应变

    Figure  7.  Shear strain contour maps under different normal stresses

    (a) Contour map under 0.1 MPa; (b) Contour map under 0.5 MPa; (c) Contour map under 1.0 MPa; (d) Contour map under 1.5 MPa; (e) Contour map under 2.5 MPa; (f) Contour map under 3.5 MPa $ {\varepsilon }_{\text{xy}} $—shear strain

    图  8  不同正应力下应变能密度变化图局部放大图

    Figure  8.  Local magnified diagrams of strain energy density variation under different normal stresses

    (a) Variation under 0.1 MPa; (b) Variation under 0.5 MPa; (c) Variation under 1.0 MPa; (d) Variation under 1.5 MPa; (e) Variation under 2.5 MPa; (f) Variation under 3.5 MPa

    图  9  断层位移模型图

    Figure  9.  Fault displacement model

    图  10  不同正应力下断层位移

    Figure  10.  Fault displacement under different normal stresses

    图  11  亚失稳阶段协同化系数

    Figure  11.  Synergy coefficient of the sub-instability stage

    (a) Synergy coefficient under 0.1 MPa; (b) Synergy coefficient under 0.5 MPa; (c) Synergy coefficient under 1.0 MPa; (d) Synergy coefficient under 1.5 MPa; (e) Synergy coefficient under 2.5 MPa; (f) Synergy coefficient under 3.5 MPa

    表  1  数值模拟方案

    Table  1.   Numerical simulation scheme

    试验组别加载速率/mm/min正应力/MPa
    S10.50.1
    S20.50.5
    S30.51.0
    S40.51.5
    S50.52.5
    S60.53.5
    下载: 导出CSV
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  • 收稿日期:  2025-03-06
  • 修回日期:  2025-09-08
  • 录用日期:  2025-09-08
  • 预出版日期:  2025-09-08
  • 刊出日期:  2026-04-28

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