Analysis and cause of occurrence of lining cracks on NATM tunnel based on the precise inspection for safety and diagnosis - Part I

作者: Kee-Hwan Jee , Sung-Woo Park , Jin-Ho Choo , Hyung-Tak Kim , Tae-Gook Yoon

DOI: 10.9711/KTAJ.2011.13.3.199

关键词: New Austrian Tunnelling methodForensic engineeringRebarSpallGeotechnical engineeringExcavationEngineeringSlab

摘要: A crack is the main cause to affect integrity of tunnel lining as well leakage, spalling, exposed rebar, corrosion, carbonation and so on. Since 1980, NATM has prevailed on excavation method geotechnical philosophy in tunnel. Although pattern cracks been reported by several engineers' effort, it was only focused longitudinal lining. Eleven operational tunnels have conducted with precise inspection for safety diagnosis KISTEC (Korea Infrastructure Safety Technology Incorporation). With those results, patterns spatial distribution appearance each analyzed occurrence seven common types classified. Additionally, above duct slab figured out numerical simulation field inspection. Each CCD (Charge-Coupled Device) scanner image 3D configuration. type also explained output experimental condition construction. Defined will be good example periodical diagnosis.

参考文章(6)
Seung-Nam Yu, Jae-Ho Jang, Chang-Soo Han, Auto inspection system using a mobile robot for detecting concrete cracks in a tunnel Automation in Construction. ,vol. 16, pp. 255- 261 ,(2007) , 10.1016/J.AUTCON.2006.05.003
Hideto Mashimo, Nobuharu Isago, Tsutomu Kitani, Takuo Endou, Effect of fiber reinforced concrete on shrinkage crack of tunnel lining Tunnelling and Underground Space Technology. ,vol. 21, pp. 382- 383 ,(2006) , 10.1016/J.TUST.2005.12.194
Toshihiro Asakura, Yoshiyuki Kojima, Tunnel maintenance in Japan Tunnelling and Underground Space Technology. ,vol. 18, pp. 161- 169 ,(2003) , 10.1016/S0886-7798(03)00024-5