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北京西山膨缩石香肠流变性质构造研究初探
引用本文:曾佐勋,付永涛,李艳霞.北京西山膨缩石香肠流变性质构造研究初探[J].地质力学学报,1997,3(1):45-49.
作者姓名:曾佐勋  付永涛  李艳霞
作者单位:中国地质大学, 武汉,中国地质大学, 武汉,中国地质大学, 武汉
基金项目:国家教委博士点基金资助项目(9349103)部分成果。
摘    要:本文探索了利用膨缩石香肠构造定量估测古岩古流变参数的方法,获得北京西山云母大理岩中的方解石石英脉的应力指数在3.06-7.69之间,与云母大理岩的粘度比在8.74-20.27之间;板岩中的石英脉的应力指数在2.57-4.75之间。

关 键 词:应力指数  膨缩石香肠构造  北京  流变性质

A PRELIMINARY STUDY ON RHEOLOGICAL BEHAVIOR OF ROCKS IN XISHAN,BEIJING BY USE OF BOUDINAGE
Zeng Zuoxun,Fu Yongtao and Li Yanxia.A PRELIMINARY STUDY ON RHEOLOGICAL BEHAVIOR OF ROCKS IN XISHAN,BEIJING BY USE OF BOUDINAGE[J].Journal of Geomechanics,1997,3(1):45-49.
Authors:Zeng Zuoxun  Fu Yongtao and Li Yanxia
Institution:China University of Geosciences, Wuhan,China University of Geosciences, Wuhan and China University of Geosciences, Wuhan
Abstract:Both mechanical analysis and simulating experiment of boudinage indicates its non-Newtonian fluid behaviour.This paper attempts a quantitative evaluation of the rheolegical parameters of rocks from a study of the boudinage structures in Xishan,Beijing.The authors obtain a stress exponent between 3.06 to 7.69,for the calcite-quartzvein embedded in cipolino and a viscosity ratio for the two varying from 8.74 to 20.27;a stress exponent of 2 57 to 4.75 for the quartz vein in slate and a viscosity ratio of them ranging from 94.8 to 175 8;and a stress exponent between 2.25 and 3.93,for the siliceous bands interbedded in dolomite and a viscosity ratio between them varying from 2.38 to 4.26.
Keywords:rheological parameters  stress exponent  boudinage  Xishan  Beijing
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