地质力学
岩土工程
岩石力学
有限元法
离散元法
简单(哲学)
变形(气象学)
领域(数学)
地质学
土力学
计算力学
数值分析
计算机科学
工程类
机械
结构工程
数学
物理
数学分析
哲学
土壤科学
土壤水分
认识论
海洋学
纯数学
作者
Antonio Bobet,A. Fakhimi,S. M. Johnson,Joseph P. Morris,Fulvio Tonon,M.R. Yeung
出处
期刊:Journal of Geotechnical and Geoenvironmental Engineering
[American Society of Civil Engineers]
日期:2009-11-01
卷期号:135 (11): 1547-1561
被引量:133
标识
DOI:10.1061/(asce)gt.1943-5606.0000133
摘要
The paper presents a description of the methods used to model rock as discontinuous media. The objective of the work is to bring to the geomechanics community recent advances in numerical modeling in the field of rock mechanics. The following methods are included: (1) the distinct element method; (2) the discontinuous deformation analysis method; and (3) the bonded particle method. A brief description of the fundamental algorithms that apply to each method is included, as well as a simple case to illustrate their use.
科研通智能强力驱动
Strongly Powered by AbleSci AI