摘要
利用数值流形方法可以方便有效地统一处理连续和非连续变形分析的优点,借鉴Goodman单元的相关理论,提出一种基于数值流形方法的模拟节理、裂隙和软弱夹层等岩体结构面的新方法,极大简化了含岩体结构面的复杂岩体工程的前处理及分析过程.算例分析表明了该方法的正确性和有效性.
The numerical manifold method（NMM）provides a uniform framework for analyzing both continuum and discontinuum.Incorporating the advantages of the NMM formulations and the well known Goodman element,a novel method for modeling the rock discontinuities is developed.The method which is particularly suitable for modelling joint or weak layer in rock,is proved to greatly simplify the preprocessing and analysis of the jointed rock mass,as a result,it is generally applicable for rock mechanics and rock engineering.Several test examples illustrate the correctness and effectiveness of the proposed method.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2014年第10期1473-1479,共7页
Journal of Tongji University:Natural Science
基金
"十二五"国家科技支撑计划(2011BAB08B01)
长江学者和创新团队发展计划(IRT1029)
交通部西部交通建设科技项目(2011ZB04)
关键词
岩体结构面
数值流形方法
有限覆盖
节理单元
rock discontinuity
numerical manifold method
finite cover
joint element
