摘要
论述了动态松弛三维离散元法的数据结构,提出了地下水、锚杆、边界力等数据的组织方法,为三维离散元程序的编写提供了依据。
The data structure of three-dimensional DEM based on dynamic relaxation is described in detail.A method to arrange date of underground water, anchor, boundary force is proposed. The discussion in this paper provides a basis for programming of three-dimensional DEM.
出处
《岩土力学》
EI
CAS
CSCD
1998年第2期74-79,共6页
Rock and Soil Mechanics
关键词
数据结构
动态松弛
三维离散元
data structure
dynamic relaxation
three-dimensional DEM