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中国造山带动力学研究中的数值模拟应用与发展

陈振坤 苏金宝 陆艺

陈振坤, 苏金宝, 陆艺, 2019. 中国造山带动力学研究中的数值模拟应用与发展. 地质力学学报, 25 (2): 151-165. DOI: 10.12090/j.issn.1006-6616.2019.25.02.014
引用本文: 陈振坤, 苏金宝, 陆艺, 2019. 中国造山带动力学研究中的数值模拟应用与发展. 地质力学学报, 25 (2): 151-165. DOI: 10.12090/j.issn.1006-6616.2019.25.02.014
CHEN Zhenkun, SU Jinbao, LU Yi, 2019. APPLICATION AND TREND OF NUMERICAL SIMULATION IN DYNAMIC STUDY OF OROGENIC BELT IN CHINA. Journal of Geomechanics, 25 (2): 151-165. DOI: 10.12090/j.issn.1006-6616.2019.25.02.014
Citation: CHEN Zhenkun, SU Jinbao, LU Yi, 2019. APPLICATION AND TREND OF NUMERICAL SIMULATION IN DYNAMIC STUDY OF OROGENIC BELT IN CHINA. Journal of Geomechanics, 25 (2): 151-165. DOI: 10.12090/j.issn.1006-6616.2019.25.02.014

中国造山带动力学研究中的数值模拟应用与发展

doi: 10.12090/j.issn.1006-6616.2019.25.02.014
基金项目: 

中央高校基本科研业务费 2018B18014

国家自然科学基金 41872074

详细信息
    作者简介:

    陈振坤(1992-), 男, 在读硕士, 构造地质学专业。E-mail:568615848@qq.com

    通讯作者:

    苏金宝(1980-), 男, 副研究员, 主要从事地质构造、盆地与造山带、地热、深层地下水等方面研究。E-mail:sujinbao@hhu.edu.cn

  • 中图分类号: P541

APPLICATION AND TREND OF NUMERICAL SIMULATION IN DYNAMIC STUDY OF OROGENIC BELT IN CHINA

  • 摘要: 数值模拟为造山带动力学研究提供了有效的量化工具,但即使研究人员根据造山带不同的动力问题进行针对性模拟,也很难对各种模型的优劣进行判断。文章在研究和分析国内外学者运用数值模拟研究中国造山带动力学成果的基础上,系统总结了造山带动力学数值模拟的方法及研究成果,并对未来的研究方向及趋势进行了展望。与国外造山带研究相比,中国复杂造山带的数值模拟研究仍存在不足,需要加强洋—陆俯冲模拟结果与实际地质情况的对比力度。运用多场耦合以及高精度模拟和高级求解方法相结合的数值模拟是造山带动力学模拟研究的趋势。

     

  • 图  1  天山隆升数值模拟结果

    Figure  1.  The numerical simulation result of the Tianshan uplift

    图  2  地幔对流模拟结果

    Figure  2.  The simulation results of mantle convection

    图  3  昆仑山岩石圈拆沉结果[13]

    Figure  3.  Lithospherical delamination diagram[13]

    图  4  龙门山断裂静力结构模拟结果

    Figure  4.  Simulation diagram of the Longmenshan fault

    图  5  弧形构造形变结果

    Figure  5.  Arc-shaped structure simulation results

    表  1  不同数值计算方法的特点

    Table  1.   Characteristics of different numerical simulation methods

    数值计算方法 原理 特点 代表软件
    有限元(FEM,Finite Element Method) 将离散后的未知求解单元用节点插值函数近似,通过求解高阶代数求出未知量的近似解 隐式求解离散单元插值函数方程,对复杂的边界几何处理灵活 ANSYS、COMSOL等
    有限差分(FDM,Finite Difference Method) 用差分表达式近似替代未知的偏微分方程,转化为求解代数方程组 显式求解差分方程,有利于求解非线性、大形变等问题 FLAC系列
    边界元(BEM,Boundary Element Method) 把未知求解方程转化为边界积分方程,通过求线性方程得到边界积分方程解 用简单的单元描述边界形状,具有降低维度和高精度的优点,但求解过程需要先得到微分方程算子的基本解 Poly3D等
    下载: 导出CSV

    表  2  不同本构关系的特点

    Table  2.   Characteristics of different constitutive relationships

    本构关系 参考文献 特点
    弹性体 文献[11] 适用于描述小尺度变形
    弹塑体 文献[12~14] 适用于描述地壳浅部脆性层
    黏弹体 文献[15~16] 适用于描述地壳深部形变
    幂律流变体 文献[17~18] 适用于描述长期变形作用,不适用于表征脆性形变
    下载: 导出CSV

    表  3  部分数值模拟应用于中国造山带动力学研究现状一览表

    Table  3.   A summary of the application of numerical simulations to the dynamics of orogenic belts in China

    参考文献 几何模型 本构关系 控制方程 求解方法 断层处理 主要解决的问题
    Tapponnier和Molnar[35] 2D平面 塑性 解析法 未考虑 大陆挤出对高原隆起的作用
    Royden等[40] 3D 牛顿流体 解析法 未考虑 西藏东部地表变形和下地壳流的关系
    傅容珊等[26] 2D 幂律流变体 Stokes方程 FEM 未考虑 引入剥蚀修正参数,模拟青藏高原隆升过程
    孙玉军等[41] 热力-2D 黏塑性体 热固体平衡方程 FEM+MIC 未作处理 地壳流变强度差异对青藏高原东北缘岩石圈变形方式的影响
    Lechmann等[42] 热力-3D(高精度) 与温度相关黏体 热流固平衡方程 FEM 软弱带、位移约束 定量分析现代印度—亚洲碰撞对高原动力的影响
    Chen等[43] 热力-3D(高精度) 与温度相关黏体 FDM+MIC 连续介质 在印-亚碰撞中,地壳流变学对青藏高原形变机制
    Neil和Houseman[17] 2D平面薄层 幂律流变体 流固平衡方程 FEM 未考虑 印度板块的远程效应如何通过青藏高原,越过塔里木,使天山隆起
    Liu等[12] 2D剖面模型 弹塑性、黏塑性 热流固平衡方程 FEM+MIC 未考虑 天山地幔对流对天山复活的作用
    Lei等[44] 热力-3D 与温度相关黏体 固体静态平衡方程 FEM 软弱带 天山新生代隆起机制
    詹华明等[13] 2D 地壳为弹塑体,软流圈为黏弹性 热固平衡方程 FDM 连续介质 东昆仑晚三叠幔源岩浆底侵与昆仑造山岩石圈拆沉的相关性
    杨辉等[15] 2D 黏弹体 固体平衡方程 FEM 未作处理 龙门山造山带及邻区重力场特征与动力学响应
    柳畅等[16] 3D 黏弹体 “飞箭有限元程序自动生成系统”+FEM 未作处理 龙门山断裂带应力积累及大震复发周期
    王飞等[14] 热-2D 热弹塑性和黏性体 FEM 接触面 地幔热物质侵入到地壳中对大别地区构造应力场、位移场的影响
    范桃园等[18] 热-2D 牛顿黏性流体 热流平衡方程 FEM 未处理 大别—苏鲁超高压变质带P-T-t轨迹的动力学模拟
    Dai等[45] 热-2D 黏塑体 热固平衡方程 FDM+MIC 连续介质 后造山阶段大别造山带的延伸的机制
    武红岭等[46] 热-2D 幂律流变体 Stokes方程 FEM 未处理 前陆砥柱对大巴弧形构造形成的机制
    王瑞瑞等[11] 2D平面 弹性体 固体平衡方程 FEM 软弱带 城口—房门弧形断裂对大巴弧形构造的机制
    下载: 导出CSV
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  • 收稿日期:  2018-05-02
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