DocumentCode
2626184
Title
Three dimensional mechanical numerical analyzing on mine pass construction of metal mine
Author
Gan, De-qing ; Lu, Hong-jian ; Chen, Chao
Author_Institution
Sch. of Min. Eng., Hebei United Univ., Tangshan, China
fYear
2011
fDate
27-29 June 2011
Firstpage
4119
Lastpage
4122
Abstract
Mine use sublevel caving method, in the production process, the mine pass is an essential ore transport channel, in the production plays an very important role. Therefore the stability of the chute is an important technical support of the mining production and the safety in underground metal mines. Taking a sublevel caving method mining as the research background, Using the MIDAS/GTS finite element software to do numerical analysis of the chute excavation and support of three-dimensional mechanical problems. Results show that: After chute excavation, the wall within 0.3m of a significant displacement, shift several millimeters; different levels of access road excavation, the wall is affected little, But the access road junction with the chute significant displacement, especially with the chute increase the depth of wall the displacement increases; Slip road connecting the wells and different levels of support according to the design parameters, the effect of displacement control of the range of wall displacement and the interchange of access road and chute is significant.
Keywords
finite element analysis; mining; roads; GTS finite element software; MIDAS; chute excavation; metal mine; mine pass construction; production process; road excavation; sublevel caving method; three dimensional mechanical numerical analysis; three-dimensional mechanical problems; transport channel; Data mining; Metals; Production; Research and development; Roads; Rocks; Stability analysis; metal mines; mine pass; numerical analysis; three-dimensional mechanical;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Science and Service System (CSSS), 2011 International Conference on
Conference_Location
Nanjing
Print_ISBN
978-1-4244-9762-1
Type
conf
DOI
10.1109/CSSS.2011.5974994
Filename
5974994
Link To Document