An observational excavation control method for adjacent mountain tunnels

Tunnelling and Underground Space Technology

Volumn 18, Issue 2-3, 2003, Pages 291-301

  Asano, Takeshi ^a   Ishihara, Mototsugu ^b   Kiyota, Yasuaki ^b   Kurosawa, Hiroyuki ^a   Ebisu, Seiji ^a  

^a Okumura Corporation   (Japan)

^b Tohoku branch   (Japan)

Author keywords

Adjacent tunnel; Displacement; Excavation method; Fore piling system; Mountain tunnel; Observational construction control

Indexed keywords

CLAY; CONCRETE CONSTRUCTION; FINITE ELEMENT METHOD; FRACTURE; GEOLOGY; STRESSES; TUNNELING (EXCAVATION);

MOUNTAIN TUNNELS;

TUNNELS;

CONSTRUCTION; DISPLACEMENT; EXCAVATION; MOUNTAIN; REINFORCEMENT; TUNNEL DESIGN;

EID: 0242668330     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0886-7798(03)00043-9     Document Type: Article

References (3)

1. Ishihara, M., Kiyota, Y., Kurita, T., Kawashima, Y., 2001. On the impact forecast to the existing tunnel by observational construction method. Tunnels Underground 32 (7), 15-25.
2. Japan Highway Public Corporation (1998):Design Manual Vol. 3 (1) Tunnel Construction, Maintenance Edition (Adjacent Construction).
3. Ebisu, S., Akutsu, A., Takahashi, N., Nakamura, H., Kurita, T., 2000. Development of the steel pipe injection fore-piling system of smaller-diameter and medium-length type. Ann Rep Tech Res Inst Okumura Corp 26, 7-12.