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一种描述结构面剖面线粗糙度的新方法

唐志成 宋英龙

工程地质学报2011,Vol.19Issue(2):250-253,4.
工程地质学报2011,Vol.19Issue(2):250-253,4.

一种描述结构面剖面线粗糙度的新方法

NEW METHOD FOR ASSESSING ROCK DISCONTINUITY ROUGHNESS ON LINEAR PROFILES

唐志成 1宋英龙2

作者信息

  • 1. 同济大学,岩土及地下工程教育部重点实验室,上海,200092
  • 2. 同济大学,地下建筑与工程系,上海,200092
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摘要

Abstract

A new method with use of normal vector unit cycle to assess rock fracture roughness on linear profiles is proposed. A new concept of orientation roughness is put forward to reduce data dimension from 2D to 1D. The roughness quantitative description takes the form of weight mean value and weight variance of orientation. The two parameters can reflect contribution of each differential length. The bigger the orientation roughness, the rougher the linear profile. The new method with other exiting methods, are used to assess several regular and irregular linear profiles. The results show good uniformity, which indicates the new method is right and can be used to assess rock fracture roughness.

关键词

结构面/粗糙度/角度粗糙度

Key words

Rock fracture/ Roughness/ Orientation roughness

分类

建筑与水利

引用本文复制引用

唐志成,宋英龙..一种描述结构面剖面线粗糙度的新方法[J].工程地质学报,2011,19(2):250-253,4.

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

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