Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses. The case of the Athens Schist Formation

被引:237
作者
Hoek E. [1 ]
Marinos P. [2 ]
Benissi M. [3 ]
机构
[1] North Vancouver, BC V7R 4X1
[2] Natl. Technical University of Athens, 10682 Athens
[3] ATTIKO METRO S.A., 11525 Athens
关键词
Deformability modulus; Rock mass classification; Rock mass structure; Sheared shales; Strength parameters; Weak rocks;
D O I
10.1007/s100640050031
中图分类号
学科分类号
摘要
The Athens Schist Formation includes a wide variety of metasedimentary rocks, varying from strong or medium strong rocks such as sericite metasandstone, limestone, greywacke, sericite schist through to weak rocks such as metasiltstone, clayey and silty shale and phyllite. The overall rock mass is highly heterogeneous and anisotropic owing to the combined effect of advanced weathering and severe tectonic stressing that gave rise to intense folding and shearing followed by extensional faulting, which resulted in highly weathered rock masses and numerous shear and/or mylonite zones with distinct downgraded engineering properties. This paper is focused on the applicability of the GSI classification system to these highly heterogeneous rock masses and proposes an extension of the GSI system to account for the foliated or laminated weak rocks in the lower range of its applicability.
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页码:151 / 160
页数:9
相关论文
共 7 条
[1]
Brown E.T., Rock Characterization, Testing and Monitoring - ISRM Suggested Methods, pp. 171-183, (1981)
[2]
Hoek E., Strength of rock and rock masses, ISRM News J, 2, pp. 4-16, (1994)
[3]
Hoek E., Brown E.T., Practical estimates of rock mass strength, Int J Rock Mech Min Sci, 34, pp. 1165-1186, (1998)
[4]
Hoek E., Kaiser P.K., Bawden W.F., Support of Underground Excavations in Hard Rock, (1995)
[5]
Marinos G., Katsikatsos G., Georgiadou-Dikeoulia E., Et al., The Athens schist formation. I. Stratigraphy and structure, Ann Geol Pays Hell, 23, pp. 183-216, (1971)
[6]
Marinos P., Blanke J., Novack M., Et al., Geological and environmental considerations for selecting an Athens Metro tunnel alignment beneath an important archaelogical area, Proc IAEG Symp Eng Geol Environ, 3, pp. 2777-2784, (1997)
[7]
Marinos P., Blanke J., Benissi M., Et al., Engineering geological assessment of the "Athens Schist" for TBM excavation of the Athens Metro, Proc SAIEG Conf Geol Eng Urban Planning Environ, (1997)