DocumentCode :
3283853
Title :
Study on Influence Factors of Crossing Railway Tunnel Excavation
Author :
Kang Li-Peng ; Shi Cheng-Hua ; Lei Ming-Feng ; Peng Li-Min
Author_Institution :
Sch. of Civil Eng., Central South Univ., Changsha, China
fYear :
2013
fDate :
16-18 Jan. 2013
Firstpage :
1340
Lastpage :
1344
Abstract :
In order to discuss the excavation influencing rule of crossing railway tunnel, 3 major influence factors including rock grade, cross angle and rock pillar height were taken into account, and 100 numerical models were designed for calculating, and then, the vault settlement and primary supporting internal force of existing tunnel induced by new tunnel excavation were analyzed. The study results show that: with the excavation processing of new tunnel, the vault settlement and primary supporting internal force of existing tunnel getting large, with the rock pillar height, cross angle and rock grade increasing, the increasing ratio of vault settlement of existing tunnel increases, but the increasing ratio of primary supporting internal force decreases, and with the cross angle increasing, the increasing ratio of primary supporting internal force increases.
Keywords :
railways; rocks; supports; tunnels; crossing railway tunnel excavation; excavation influencing rule; excavation processing; influence factors; numerical models; primary supporting internal force; rock grade; rock pillar height; vault settlement; Educational institutions; Force; Numerical models; Rail transportation; Rocks; Solid modeling; Tunneling; cross angle; crossing tunnel; rock grade; rock pillar height;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Intelligent System Design and Engineering Applications (ISDEA), 2013 Third International Conference on
Conference_Location :
Hong Kong
Print_ISBN :
978-1-4673-4893-5
Type :
conf
DOI :
10.1109/ISDEA.2012.317
Filename :
6457293
Link To Document :
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