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裂隙岩体渗透结构类型分析

张飞 徐光黎 郭淋 朱可俊

工程地质学报2012,Vol.20Issue(2):296-303,8.
工程地质学报2012,Vol.20Issue(2):296-303,8.

裂隙岩体渗透结构类型分析

ANALYSIS OF FRACTURED ROCK MASS PERMEABILITY STRUCTURE TYPES

张飞 1徐光黎 2郭淋 1朱可俊2

作者信息

  • 1. 岩土钻掘与防护教育部工程研究中心 武汉 430074
  • 2. 中国地质大学工程学院 武汉 430074
  • 折叠

摘要

Abstract

The permeability structure of rock mass controls the macro-permeability characteristics of fractured rock mass. However, the geological factors are complex and diverse. They control the permeability structure of rock mass. As to the actual engineering rock mass, the rock permeability structures are the hybrid types that are formed by basic permeable structure types. Through practical research at the field and statistical analysis, this paper summarizes five types of basic permeable structures that are widespread and four types of hybrid permeability structures and percolation characteristics in fractured rock mass. The types are Ⅰ-Ⅱ, Ⅲ-Ⅳ, Ⅰ-Ⅱ-Ⅲ and Ⅰ-Ⅲ-Ⅳ respectively. Using a project instance, this paper analyzes the hybrid permeability structure types of the fractured rock, which are spread in the underground cavern and the switch stations of hydropower stations in southwestern China. At last, it is concluded that based on hybrid permeability structures, the hybrid types of permeable structures are mainly Ⅲ-Ⅳ and Ⅰ-Ⅱ-Ⅲ. Also, the results are more in line with the actual situations.

关键词

裂隙岩体/渗透特征/渗透结构/复合渗透结构

Key words

Fractured rock mass/Permeability character/Permeability structure/Hybrid permeability structure

分类

天文与地球科学

引用本文复制引用

张飞,徐光黎,郭淋,朱可俊..裂隙岩体渗透结构类型分析[J].工程地质学报,2012,20(2):296-303,8.

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

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