摘要
Unwedge (2 .35 )程序在原Ver.1.0的基础上做了改动 ,程序的功能增强。根据作者使用该程序的经验 ,结合工程实践介绍了Unwedge (2 .35 )程序的基本原理方法、及该版本的缺陷。
This paper introduces the fundamental principles and characteristics of the Unwedge program(2.35) and its application to analysis of rockmass block stability around an underground workshop. It indicates that the Ver.2.35 is superior to Ver.1.0 because of its revision and improvement of its fundction. On the basis of our experience, the previous Unwedge program has its limitation.
出处
《工程地质学报》
CSCD
2002年第1期78-82,共5页
Journal of Engineering Geology
