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非等轴颗粒付林图解
引用本文:徐兴旺,马天林,孙立倩,尚玲.非等轴颗粒付林图解[J].地质力学学报,1997,3(1):63-70.
作者姓名:徐兴旺  马天林  孙立倩  尚玲
作者单位:中国地质科学院地质力学研究所
摘    要:非等轴颗粒付林图解由直线a=1、b=1、a=b和曲线a2b=1、ab2=1分割成10个微区,并对应于不同的ex、ey、ez组合和应变类型。这些直线和曲线分别对应于特殊的ex、ey、ez组合和岩石应变类型。岩石的应变类型有18种。函数a.b的表征方程有4种类型,并分别表征直线a=1/k1和b=1/k2所分割的4个区间。a,b表征方程的确定取决于岩石总的变形行为。此图解可用于非等轴颗粒标志体应变测量和应变类型的确定和图示,文章给出了应用实例. 

关 键 词:非等轴颗粒    付林图解

THE FLINN DIAGRAM OF ANISOMETRIC GRAINS
Xu Xingwang,Ma Tianlin,Sun Liqian and Shang Ling.THE FLINN DIAGRAM OF ANISOMETRIC GRAINS[J].Journal of Geomechanics,1997,3(1):63-70.
Authors:Xu Xingwang  Ma Tianlin  Sun Liqian and Shang Ling
Institution:Institute of Geomechanics, CAGS
Abstract:The Flinn diagram of an isometric grains are divided by lines a=1, b=1,and a=b,and curves a2b=1 and ab2=1 into ten subregions,corresponding to ten different combinations of ex,ey,ez,and strain types.The lines and curves represent the special combination of ex,ey,ez, and strain types.There are altogether eighteen strain types of deformed rocks.We have four equations to express a and b that represent respectively the four quarters divided by the lines a=1/K1 and b=1/K2,the equations of a and b depend on the bulk deformation behaviour of rocks.An application of the new diagram to determine the strain of deformed rocks as well as their types is here given.
Keywords:anisometric grains  Flinn diagram
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