THE VISCOELASTOPLASTIC BOUNDARY ELEMENT ANALYSIS FOR THE UNDERGROUND ROCK CAVERNS
Zhu Jingmin Chongqing Institute of Architectute & Engineering Wang Jiayuan Shenzhen University
DOI:10.11835/j.issn.1674-4764.1989.02.008
Received ,Revised , Accepted , Available online July 01, 2015
Volume ,1989,Pages -
- Abstract
In this paper,the theological model is presented,and the ba-sic principle of the viscoelastoplastic problem is worked out by the boundaryelement direct method,and the relevent formulations are derived.Several exam-ples show that the theological model and the corresponding boundary elementmethod presented in this paper are effective and reasonable.