The influence of weak rocks on excavation and support of the Beykoz Tunnel, Turkey

Engineering Geology

Volumn 58, Issue 2, 2000, Pages 137-148

  Kanemoto, Yoshitsugu ^a  

^a UNIVERSITY OF TOKYO   (Japan)

Author keywords

Geological strength index (GSI); Measures; Tunnel; Weak rock

Indexed keywords

EXCAVATION; STRENGTH; SUPPORT; TUNNEL;

DRAINAGE; GEOLOGY; GROUND SUPPORTS; STIFFNESS; STRENGTH OF MATERIALS; TUNNELING (EXCAVATION);

GEOLOGICAL STRENGTH INDEX (GSI);

ROCK MECHANICS;

EID: 0034351836     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0013-7952(00)00054-5     Document Type: Article

References (11)

1. The north anatolian fault zone
2. Stability problems in underground constructions caused by montmorillonite-carrying joints and faults
3. Index properties and observations for design of chambers in rock
4. Comparison of geological conditions predicted from tunnel boreholes and found in situ
5. Istanbul boǧazi tüp gecisi güzer-gahinda jeoteknik bulgular
6. Consideration for design of shallow tunnels
7. Support for very weak rock associated with faults and shear zones
8. Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses