Observations of deformation and engineering geology in the Lam Ta Khong tunnel, Thailand

Engineering Geology

Volumn 51, Issue 1, 1998, Pages 55-63

  Gurung, Netra ^a   Iwao, Yushiro ^a  

^a SAGA UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; GROUND SUPPORTS; SANDSTONE; SEDIMENTARY ROCKS; TUNNELS;

ROCK MASS RATING; SUPPORT PATTERN;

ENGINEERING GEOLOGY;

DEFORMATION; ROCK MASS CLASSIFICATION; TUNNEL;

LAM TA KHONG; THAILAND;

EID: 0032215391     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0013-7952(98)00031-3     Document Type: Article

References (5)

1. Barton N., Lien R., Lunde J. Engineering Classification of rock masses for the design of tunnel support. Rock Mechanics. 6(4):1974;189-236.
2. Bieniawski, Z.T., 1989. Engineering Rock Mass Classifications. Wiley, New York, p. 251.
3. Diederichs, M.S. and Hoek, E., 1989. DIPS Advanced version 3. Rock Engineering Group, Department of Civil Engineering, University of Toronto, Canada.
4. ISRM Suggested methods for quantitative description of discontinuities in rock masses. Int. J. Rock. Mech. Min. Sci. Geomech. Abstr. 15:1978;319-368.
5. Wickham, G.E., Tiedemann, H.R., Skinner, E.H., 1974. Ground Support Prediction Model-RSR Concept II. Int. Proc. Rapid Excavation Tunelling Conference, AIME, New York, pp. 691-707.