摘要
以阐述岩土工程中数值分析方法的发展趋势为目的,回顾了非连续变形数值分析方法的发展历史,系统综述了节理单元法、离散单元法、刚体弹簧元法等具有代表性的几种方法的基本理论、求解过程、适用范围和优缺点,为今后的研究提供参考.
With the purpose of elaborating the inclination of numerical analysis method in geotechnical engineering, the history of the development of discontinuous deformation numerical analysis method is reviewed in this paper. And the basic theories, solving processes, scopes of application as well as the advantages and disadvantages of several major methods such as joint element method, discrete element method, rigid body-spring element method are comprehensively analyzed, which will give a reference to future research.
出处
《兰州工业高等专科学校学报》
2005年第4期44-48,共5页
Journal of Lanzhou Higher Polytechnical College
关键词
岩土工程
非连续变形
数值分析方法
geotechnical engineering
discontinuous deformation
numerical analysis method
作者简介
王彦海（1980-），男，河南漯河人，硕士生．
