DocumentCode
1894329
Title
Influence on the Stability of the Underground Cavity by the Rock Pillar
Author
Gao Bing-li
Author_Institution
Sch. of Archit. & Civil Eng., Xi´an Univ. of Sci. & Technol., Xi´an, China
Volume
1
fYear
2012
fDate
23-25 March 2012
Firstpage
50
Lastpage
54
Abstract
Longyou Grottoes, with the characteristics of the structure of oblique roof plus rock pillar, big excavation, shallow burial and not good surrounding rock, exists the problem of instability. In order to protect it chronically, it is necessary to carry out varied researches, such as the study of the influence on the stability of the underground cavity of horizontal roof by the ground beam. In the paper, 4 models based on the No4 cave of Longyou Grottoes are set up to compare and analyze the impact of ground beam on its stability, as Fig.1 shows. The elastic-plastic finite element method is utilized to compare and analyze some factors influenced by the ground beam, such as the displacement and stress field and the damaged area of the surrounding rock. It is concluded in the paper that the ground beam.
Keywords
beams (structures); elasticity; finite element analysis; geotechnical engineering; mechanical stability; plasticity; rocks; roofs; structural engineering; Longyou Grottoes; No4 cave; burial; displacement; elastic-plastic finite element method; excavation; ground beam impact; instability problem; rock pillar; roof; stress field; underground cavity stability; Analytical models; Data models; Deformable models; Finite element methods; Floors; Rocks; Stress; Ground Beam; Stability; Underground Cavities; rock pillar;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Science and Electronics Engineering (ICCSEE), 2012 International Conference on
Conference_Location
Hangzhou
Print_ISBN
978-1-4673-0689-8
Type
conf
DOI
10.1109/ICCSEE.2012.41
Filename
6187826
Link To Document