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基于颗粒结构的砾岩粒度分级探讨――以准噶尔盆地西北缘为例
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  • 英文篇名:Grain-Size Classification by Fabric Support of Coarse Sedimentary Particles: a Case from the Northwest Junggar Basin
  • 作者:姚宗全 ; 于兴河 ; 德勒恰提·加纳塔依 ; 黄丁杰 ; 谭程鹏 ; 李顺利 ; 孙乐
  • 英文作者:YAO Zongquan;YU Xinghe;Deleqiati Jianatayi;HUANG Dingjie;TAN Chengpeng;LI Shunli;SUN Le;School of Geological and Mining Engineering, Xinjiang University;School of Energy Resource, China University of Geosciences (Beijing);School of Geoscience and Technology, Southwest Petroleum University;
  • 关键词:砾岩 ; 粒度分类 ; 颗粒结构 ; 基质
  • 英文关键词:Conglomerate;;grain-size classification;;fabric structure;;matrix
  • 中文刊名:XJDZ
  • 英文刊名:Journal of Xinjiang University(Natural Science Edition)
  • 机构:新疆大学地质与矿业工程学院;中国地质大学(北京)能源学院;西南石油大学地球科学与技术学院;
  • 出版日期:2019-08-13
  • 出版单位:新疆大学学报(自然科学版)
  • 年:2019
  • 期:v.36;No.155
  • 基金:国家自然科学基金(41562008);; 天池博士计划(042312055);; 新疆大学博士科研启动基金(62031224725)
  • 语种:中文;
  • 页:XJDZ201903017
  • 页数:10
  • CN:03
  • ISSN:65-1094/N
  • 分类号:121-130
摘要
国内外地质学研究中,"Udden-Wentworth"的碎屑沉积粒度方案在砂岩分级中取得较好的应用.然而,对于粗碎屑砾岩因粒径度较大和缺乏地质成因的结构成因特征,在应用中受到限制.为此,本文从碎屑颗粒支撑结构出发,结合颗粒空间排列方式(最紧密和最松散两种极端排列方式),建立骨架颗粒与孔隙间填充颗粒的立体模型,计算出不同排列方式下填充颗粒的最大粒径,得到砾岩不同支撑类型的粒径临界值:5 mm、47 mm、87 mm及188 mm.由此,在"Udden-Wentworth"碎屑沉积物粒度方案的基础上,进一步对中砾岩和粗砾岩进行划分.将本方案应用于具体实例中,取得了良好的效果.
        Recently, the "Udden–Wentworth" grain-size scale has been widely used as the standard for objective description of sand body, whereas it is under restrictions due to the broader grain-size and lack of structure and genesis characterization. So, this paper was based on the fabric of conglomerate, combined with the most closely and loose arrangement of particle space. Model of framework particles and filled particles was built, the maximum particle size was calculated at a different arrangement of the filled particles. Then the critical values of particle size between same-class clast-supported and various-class clast-supported gravel had been found: 5 mm, 47 mm,87 mm and 188 mm. Based on the grain-size classification of "Udden-Wentworth", the pebble and cobble were further discussed. Good results were obtained when applying this scheme to concrete examples.
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