地质与勘探2013,Vol.49Issue(3):541-547,7.
地下洞室围岩稳定性分析方法简述
A Brief Summary of Analysis Methods for the Stability of Underground Surrounding Rock Masses
邓声君 1陆晓敏 1黄晓阳1
作者信息
- 1. 河海大学工程力学系,江苏南京210098
- 折叠
摘要
Abstract
With the proposal of sustainable development strategy,the development and application of underground engineering have become increasingly important.Throughout the whole engineering process,the stability of surrounding rock of underground cavity plays a vital role.Till now,a variety of analytical methods have been suggested for the study of the stability of surrounding rock.In order to clarify the merits and demerits as well as the application scope of each analytical method,this paper classifies and summarizes the existing analytical methods for the stability of the underground surrounding rock masses.Furthermore,based on a systematic approach,from the perspectives of quality,quantity and stability,this paper focuses on the analysis of the overall stability and the stability of partial rock-block of the cavity.The result will shed light on the design and calculation for the stability of surrounding rock of underground cavity.At last,this paper makes a summary of the present research status and analyzes the development trend of this field.关键词
地下洞室/围岩稳定性/分析方法Key words
underground chamber/surrounding rock stability/analytical method分类
交通工程引用本文复制引用
邓声君,陆晓敏,黄晓阳..地下洞室围岩稳定性分析方法简述[J].地质与勘探,2013,49(3):541-547,7.