S1 |
Schist |
20.0 |
14.0a
|
2.0 |
31 |
0.010 |
32 |
Coşar (2004)COSAR, S. Application of rock mass classification systems for future support design of the Dim Tunnel near Alanya.2004. Thesis (Master of Science in Mining Engineering) - Middle East Technical University, Ankara, 2004.
|
S2 |
Schist |
21.0 |
14.7a
|
21.1 |
34 |
0.480 |
39 |
S3 |
Schist |
79.0 |
55.3a
|
13.3 |
44 |
0.090 |
40 |
S4 |
Schist |
32.0 |
22.4a
|
16.1 |
31 |
0.200 |
38 |
S5 |
Schist |
24.0 |
16.8a
|
19.9 |
34 |
0.540 |
40 |
S6 |
Limestone |
13.0 |
9.1a
|
12.2 |
36 |
0.180 |
37 |
S7 |
Conglomerate |
15.0 |
6.0a
|
93.5 |
58 |
18.750 |
52 |
S8 |
Shale |
55.0 |
15.0 |
80.0 |
70 |
19.990 |
77 |
Bieniawski (1990)BIENIAWSKI, Z. T. Tunnel design by rock mass classifications. Washington, DC: Department of the Army, 1990. (Technical Report GL-79-19).
|
S9 |
Basalt |
70.0 |
32.0 |
90.0 |
74 |
11.250 |
79 |
S10 |
Limestone |
50.0 |
26.0 |
94.0 |
59 |
6.150 |
55 |
Shafiei and Dusseault (2008)SHAFIEI, A.; DUSSEAULT, M. B. Rock Mass Characterization at Kangir Dam Site in Iran. In: ISRM INTERNATIONAL SYMPOSIUM, 5th; ASIAN ROCK MECHANICS SYMPOSIUM, 2008, Tehran, Iran. Proceedings […] . [S. l.] : International Society for Rock Mechanics and Rock Engineering, 2008.
|
S11 |
Evaporite |
30.0 |
18.0 |
78.0 |
52 |
1.400 |
45 |
S12 |
Sandstone |
95.0 |
40.0 |
80.0 |
55 |
5.340 |
66 |
Shafiei et al. (2007)SHAFIEI, A.; HEIDARI, M.; DUSSEAULT, M. B. Rock mass characterization at the proposed Khorram-Roud Dam site in Western Iran. In: CANADA-US ROCK MECHANICS SYMPOSIUM, 1st, 2007, Vancouver, Canada. Proceedings […]. [S. l.]: American Rock Mechanics Association, 2007.
|
S13 |
Sandstone |
20.0 |
11.6 |
42.0 |
30 |
0.410 |
45 |
S14 |
Slate |
44.0 |
41.9 |
59.0 |
42 |
1.930 |
53 |
S15 |
Conglomerate |
5.1 |
3.0 |
35.0 |
16 |
0.031 |
15 |
Shafiei et al. (2008)SHAFIEI, A. et al. Rock mass characterization along lot no. 6 of Dez-Qomroud Tunnel Project in Iran. In: ISRM INTERNATIONAL SYMPOSIUM, 5th; ASIAN ROCK MECHANICS SYMPOSIUM, 2008, Tehran, Iran. Proceedings […]. [S. l.]: International Society for Rock Mechanics and Rock Engineering, 2008.
|
S16 |
Conglomerate |
57.0 |
19.9a
|
80.0 |
65 |
12.600 |
70 |
Heydari et al. (2019)HEYDARI, S. et al. An investigation of the relationship between muck geometry, TBM performance, and operational parameters: A case study in Golab II water transfer tunnel. Tunnelling and Underground Space Technology , v. 88, p. 73-86, 2019.
|
S17 |
Shale |
38.0 |
11.4a
|
40.0 |
50 |
1.100 |
49 |
S18 |
Phyllite |
30.0 |
18.0a
|
26.0 |
27 |
0.040 |
28 |
Genis et al. (2007)GENIŞ, M. et al. Engineering geological appraisal of the rock masses and preliminary support design, Dorukhan Tunnel, Zonguldak, Turkey. Engineering Geology , v. 92, n. 1-2, p. 14-26, 2007. and Genis (2010)GENIŞ, M. Assessment of the dynamic stability of the portals of the Dorukhan tunnel using numerical analysis. International Journal of Rock mechanics and Mining Sciences , v. 47, n. 8, p. 1231-1241, 2010.
|
S19 |
Phyllite |
1.5 |
0.9a
|
10.0 |
11 |
0.002 |
13 |
S20 |
Breccia |
15.0 |
4.4a
|
28.0 |
24 |
0.045 |
28 |
S21 |
Granodiorite |
30.8 |
13.3 |
50.0 |
36 |
0.600 |
38 |
S22 |
Granodiorite |
26.0 |
10.4a
|
24.0 |
29 |
0.330 |
33 |
S23 |
Sandstone |
55.0 |
31.0 |
50.0 |
58 |
3.420b |
53 |
Dalgiç (2002)DALGIÇ, S. A comparison of predicted and actual tunnel behaviour in the Istanbul Metro, Turkey. Engineering Geology , v. 63, n. 1-2, p. 69-82, 2002.
|
S24 |
Mudstone |
31.0 |
12.0 |
50.0 |
46 |
0.540b |
41 |
S25 |
Basalt |
142.0 |
40.0 |
15.0 |
38 |
0.630 |
43 |
Özsan and Akin (2002)ÖZSAN, A.; AKIN, M. Engineering geological assessment of the proposed Uruş dam, Turkey. Engineering Geology , v. 66, n. 3-4, p. 271-281, 2002.
|
S26 |
Andesite |
93.0 |
41.2 |
41.0 |
34 |
0.560 |
41 |
S27 |
Tuff |
24.0 |
11.6 |
10.0 |
21 |
0.110 |
31 |
S28 |
Basalt |
52.7 |
39.3 |
60.0 |
36 |
0.130 |
31c |
Kocbay and Kilic (2006)KOCBAY, A.; KILIC, R. Engineering geological assessment of the Obruk dam site (Corum, Turkey). Engineering Geology , v. 87, n. 3-4, p. 141-148, 2006.
|
S29 |
Schist/Slate |
44.0 |
26.4a
|
44.0 |
30 |
0.120 |
25c |
Özsan and Karpuz (1996)ÖZSAN, A.; KARPUZ, C. Geotechnical rock-mass evaluation of the Anamur dam site, Turkey. Engineering Geology , v. 42, n. 1, p. 65-70, 1996.
|
S30 |
Quartzite |
104.3 |
39.1a
|
58.0 |
50 |
1.170 |
45c |
S31 |
Basalt |
40.6 |
30.9 |
62.0 |
56 |
1.030 |
48 |
Gurocak et al. (2007)GUROCAK, Z.; SOLANKI, P.; ZAMAN, M. M. Empirical and numerical analyses of support requirements for a diversion tunnel at the Boztepe dam site, eastern Turkey. Engineering Geology ,v. 91, n. 2-4, p. 194-208, 2007.
|
S32 |
Tuff |
8.2 |
2.2 |
25.0 |
34 |
0.156 |
32 |
S33 |
Limestone |
62.3 |
31.4 |
69.0 |
48 |
1.880 |
43 |
Basarir et al. (2005)BASARIR, H.; OZSAN, A.; KARAKUS, M. Analysis of support requirements for a shallow diversion tunnel at Guledar dam site, Turkey. Engineering Geology , v. 81, n. 2, p. 131-145, 2005.
|
S34 |
Sandstone |
64.7 |
27.2 |
34.0 |
38 |
0.450 |
33 |
S35 |
Diabase |
32.3 |
23.5 |
28.0 |
24 |
0.120 |
19 |
S36 |
Schist |
24.3 |
12.9 |
10.0 |
28 |
0.020 |
22 |
Rasouli (2009)RASOULI, M. Engineering geological studies of the diversion tunnel, focusing on stabilization analysis and support design, Iran. Engineering Geology , v. 108, n. 3-4, p. 208-224, 2009.
|
S37 |
Andesite |
169.8 |
17.3 |
21.0 |
41 |
0.197 |
35 |
S38 |
Schist |
68.1 |
11.6 |
12.0 |
34 |
0.021 |
30 |
S39 |
Schist |
20.0 |
13.5 |
16.0 |
46 |
0.425 |
38 |
Riaz et al. (2016)RIAZ, A. et al. Tunnel support design by comparison of empirical and finite element analysis of the Nahakki tunnel in mohmand agency, Pakistan. Studia Geotechnica et Mechanica ,v. 38, n. 1, p. 75-84, 2016.
|
S40 |
Marble |
50.0 |
42.5 |
21.5 |
43 |
1.183 |
40 |
S41 |
Schist |
20.0 |
13.5 |
43.5 |
48 |
1.435 |
42 |
S42 |
Marble/Phyllite |
40.0 |
22.0 |
19.0 |
33 |
0.392 |
32 |
S43 |
Schist |
20.0 |
13.5 |
10.0 |
23 |
0.100 |
26 |
S44 |
Tuff |
18.5 |
10.9 |
85.0 |
26 |
0.070 |
29 |
Kaya et al. (2011)KAYA, A. et al. Analysis of support requirements for a tunnel portal in weak rock: a case study from Turkey. Scientific Research and Essays ,v. 6, n. 31, p. 6566-6583, 2011.
|
S45 |
Tuff |
29.4 |
10.6 |
89.0 |
30 |
0.074 |
35 |
S46 |
Granite |
74.0 |
31.5a |
N/A |
24 |
0.800 |
19 |
Basarir (2006)BASARIR, H. Engineering geological studies and tunnel support design at Sulakyurt dam site, Turkey. Engineering geology , v. 86, n. 4, p. 225-237, 2006.
|
S47 |
Diorite |
60.0 |
25.5a |
N/A |
21 |
0.050 |
16 |
S48 |
Gneiss |
85.0 |
44.6a |
N/A |
69 |
17.800 |
80 |
Sapigni et al. (2003)SAPIGNI, M.; LA BARBERA, G.; GHIROTTI, M. Engineering geological characterization and comparison of predicted and measured deformations of a cavern in the Italian Alps. Engineering Geology , v. 69, n. 1-2, p. 47-62, 2003.
|