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    东天山康古尔韧性变形带韧性挤压变形特征:以哈密黄山东地区为例

    胡军 余心起 路宗悦 曾严 刘秀 王照翻

    胡军, 余心起, 路宗悦, 曾严, 刘秀, 王照翻, 2020. 东天山康古尔韧性变形带韧性挤压变形特征:以哈密黄山东地区为例. 地球科学, 45(5): 1636-1652. doi: 10.3799/dqkx.2019.195
    引用本文: 胡军, 余心起, 路宗悦, 曾严, 刘秀, 王照翻, 2020. 东天山康古尔韧性变形带韧性挤压变形特征:以哈密黄山东地区为例. 地球科学, 45(5): 1636-1652. doi: 10.3799/dqkx.2019.195
    Hu Jun, Yu Xinqi, Lu Zongyue, Zeng Yan, Liu Xiu, Wang Zhaofan, 2020. Ductile-Compressional Deformation of Kanggur Ductile Deformation Zone in the Eastern Tianshan Mountains: A Case Study of Huangshandong Area of Hami City. Earth Science, 45(5): 1636-1652. doi: 10.3799/dqkx.2019.195
    Citation: Hu Jun, Yu Xinqi, Lu Zongyue, Zeng Yan, Liu Xiu, Wang Zhaofan, 2020. Ductile-Compressional Deformation of Kanggur Ductile Deformation Zone in the Eastern Tianshan Mountains: A Case Study of Huangshandong Area of Hami City. Earth Science, 45(5): 1636-1652. doi: 10.3799/dqkx.2019.195

    东天山康古尔韧性变形带韧性挤压变形特征:以哈密黄山东地区为例

    doi: 10.3799/dqkx.2019.195
    基金项目: 

    国家自然科学基金重大项目 41430211

    详细信息
      作者简介:

      胡军(1993-), 男, 硕士研究生, 构造地质学专业.ORCID:0000-0003-0178-8357.E-mail:18600213330@163.com

      通讯作者:

      余心起, E-mail:yuxinqi@cugb.edu.cn

    • 中图分类号: P54

    Ductile-Compressional Deformation of Kanggur Ductile Deformation Zone in the Eastern Tianshan Mountains: A Case Study of Huangshandong Area of Hami City

    • 摘要: 东天山康古尔断裂带和雅满苏断裂带之间石炭纪沉积-火山岩系中发育一条东西向韧性变形带,具两期性质不同的韧性变形,早期韧性挤压性质,晚期右行韧性剪切.对早期韧性挤压变形的宏观构造(糜棱面理、糜棱线理、对称石香肠构造、不对称褶皱等)和显微构造(压力影构造、布丁构造、动态重结晶、不同类型砾石变形特征等)特征做了详细的研究.糜棱岩中砾石有限应变Flinn图解判别岩石类型为L-S和SL型构造岩,三轴应变量的测量均揭示了一般压缩和少部分的平面应变类型.石英亚颗粒旋转重结晶及少量边界迁移重结晶,长石塑性变形、部分膨凸重结晶等变形特征;石英C轴组构揭示中温柱面 < a>和菱面 < a>滑移为主,后期叠加底面 < a>滑移.因此,推测早期韧性挤压变形温度范围在450~550℃.综合区域地质资料,康古尔变形带早期韧性挤压变形形成于300~290 Ma,塔里木板块和中天碰撞闭合后陆内南北挤压环境下.

       

    • 图  1  康古尔韧性变形带大地构造位置(a)及分布(b)

      Xu et al.(2003)修改

      Fig.  1.  Tectionic location (a) and distribution (b) of Kangguer ductile deformation zone

      图  2  黄山东褶皱群卫星图(a)及地质解译简图(b)

      图a来自Google Earth

      Fig.  2.  Statellite imagery (a) and geological interpretation map (b) in the Huangshandong

      图  3  黄山东褶皱及韧性变形带构造剖面

      a. A-A’剖面;b. B-B’剖面;c.褶皱轴面极射赤平投影;d.糜棱面理极射赤平投影;e.褶皱轴面倾向玫瑰花图

      Fig.  3.  Structural section of fold and ductile deformation zone from the Huangshandong

      图  4  黄山东地区野外宏观构造特征

      a.挤压逆冲型褶皱;b, c.不对称褶皱;d.泥质粉砂岩中面理;e.砂岩中面理;f.砾岩面理及砾石的定向拉长;g.细砾岩和粗砾石;h.石香肠构造;i.旋转砾石,指示了右行剪切变形;j.黄山东一带主要断裂分布(Mao et al., 2018);k.北北东向走滑次级断裂

      Fig.  4.  Macroscopic deformation feature in the Huangshandong area

      图  5  韧性变形带显微构造特征

      a.基质的塑性流动(单偏光);b.砾石成分对比;c.多晶石英条带和石英颗粒边界迁移重结晶;d.石英波状消光和石英颗粒边界迁移重结晶;e.石英膨凸重结晶和局部右旋碎斑;f.岩屑类变砾内部差异变形和石香肠构造(箭头所指);g.长石类变砾内部重结晶;h.岩屑类变砾内部差异变形;i.书斜构造;j.长石矩形状石香肠和压力影;k.压力影构造;G-Qtz.石英类砾石(石英颗粒/石英集合体);G-Feld.长石类砾石;G-Deb.岩屑类砾石

      Fig.  5.  Microscopic deformation feature of the ductile deformation zone

      图  6  ETS1808_4样品XZ(a)和YZ(b)剖面及轴比值图

      Fig.  6.  Principal axis length in XZ section (a) and YZ section (b) of specimen ETS1808_4 from the Huanshandong area

      图  7  黄山东地区韧性变形带分布及有限应变采样点

      Fig.  7.  Distribution and finite strain sampling points of ductile deformation from the Huangshandong area

      图  8  Flinn有限应变判别图

      Fig.  8.  Flinn finite strain discrimination diagram

      图  9  黄山东地区Flinn指数K(a)、应变强度γ(b)和应变率δ(c)投图

      Fig.  9.  Flinn index K (a), strain strength γ (b) and strain rate (c) from the Huangshandong area

      图  10  韧性变形带石英EBSD组构

      Fig.  10.  Stereographic projections of quartz crystal EBSD fabric of the ductile deformation zone

      表  1  黄山东地区有限应变测量数据

      Table  1.   Strain data from Huangshandong area

      样品号 长短轴法 惯量椭圆法 Fry法
      X/Z Y/Z X/Y K X/Z Y/Z X/Y K X/Z Y/Z X/Y K
      ETS1808_1 - - - - - - - - 1.97 1.62 1.22 0.41
      ETS1808_3 3.37 2.21 1.52 0.53 3.46 2.09 1.66 0.68 2.68 1.79 1.50 0.69
      ETS1808_4 3.14 2.40 1.31 0.31 3.29 2.34 1.40 0.40 2.90 2.22 1.31 0.34
      ETS1808_5 3.43 2.27 1.51 0.50 3.76 2.22 1.69 0.66 3.57 2.33 1.53 0.50
      ETS1818 - - - - - - - - 3.10 2.68 1.16 0.25
      ETS1819 3.21 2.10 1.53 0.57 2.57 1.68 1.52 0.81 2.81 2.03 1.38 0.46
      ETS1821 3.00 2.31 1.30 0.31 2.53 1.96 1.29 0.38 2.19 1.66 1.32 0.55
      ETS1824_1 3.03 2.46 1.23 0.23 2.48 2.06 1.20 0.25 3.23 2.28 1.42 0.42
      ETS1824_3 - - - - 2.17 1.80 1.21 0.32 2.80 1.92 1.45 0.57
        注:K=ln(X/Y)/ln(Y/Z),X/Y=(X/Z)/(Y/Z).
      下载: 导出CSV
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