Application of new urban tunneling method in Baikoh tunnel excavation

Tunnelling and Underground Space Technology

Volumn 20, Issue 2, 2005, Pages 151-158

  Kimura, H ^a   Itoh, T ^b   Iwata, M ^c   Fujimoto, K ^c  

^a Ibaraki Prefectural Department   (Japan)

^b Tukuba New Town Development Co Ltd   (Japan)

^c KAJIMA CORPORATION   (Japan)

Author keywords

Drainage system; Foot pile; Forepiling; Mountain tunneling method; Urban tunnel

Indexed keywords

CONSTRUCTION; COST EFFECTIVENESS; PILES; STEEL PIPE; STRUCTURAL DESIGN; TUNNELS; URBAN PLANNING;

STRUCTURAL STABILITY; TUNNEL CONSTRUCTION;

TUNNELING (EXCAVATION);

GROUTING; PILE DRIVING; TUNNELING; URBAN AREA;

ASIA; EASTERN HEMISPHERE; EURASIA; FAR EAST; HONSHU; IBARAKI; JAPAN; KANTO; MITO; WORLD;

EID: 7544221651     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2003.11.007     Document Type: Article

References (3)

1. Fujimoto K., et al., 2002. Challenges in construction of an urban tunnel: Design and construction of Baikoh tunnel. Proceedings of AITES-ITA DOWNUNDER 2002 CONGRESS
2. Itoh T., et al., 2001. A new urban tunneling method adopted to the soft ground with high groundwater level. Proceedings of the International Symposium on Modern Tunneling Science and Technology (IS-KYOTO2001)
3. Koyama Y. Present status and technology of shield tunneling method in Japan Tunnelling and Underground Space Technology 18 2003 145-159