Research Article
A New Method for Predicting Residual Strength of Rock in Water Diversion Tunnel Using Drilling Process Monitoring
Table 1
Fitted parameters of the peak and residual strength using the H–B model and the proposed model.
| No. | Rock types | Peak strength | Residual strength | φ | C | References | σc | mi | R2 | ηmi | η | R2 | (°) | (MPa) |
| 1 | Amarelo Pais granite | 76.59 | 40.96 | 0.99 | 5.35 | 0.135 | 0.97 | 57.59 | 12.42 | Arzúa et al. [35] | 2 | Blanco Mera granite | 131 | 37.82 | 0.982 | 5.12 | 0.131 | 0.80 | 59.52 | 18.79 | Arzúa et al. [35] | 3 | Vilachan granite | 116.29 | 28.23 | 0.994 | 2.98 | 0.109 | 0.82 | 54.91 | 19.39 | Arzúa et al. [35] | 4 | Blanco Mera granite | 122.73 | 41.61 | 0.9914 | 4.88 | 0.117 | 0.95 | 60.37 | 16.76 | Arzúa et al. [37] | 5 | Stanstead granite | 136 | 25.9 | 0.982 | 3.04 | 0.117 | 0.77 | 53.20 | 24.98 | Walton [38] | 6 | Bunt sandstone | 67 | 10.6 | 0.967 | 8.56 | 0.779 | 0.99 | 33.63 | 16.88 | Gowd [39] | 7 | Indiana limestone buff | 74 | 3.3 | 0.99 | 3.30 | 0.751 | 0.98 | 23.09 | 24.45 | Walton et al. [40] | 8 | Red sandstone | 93 | 6.5 | 0.99 | 2.39 | 0.424 | 0.98 | 32.91 | 25.29 | Yang et al. [41] | 9 | Gosford sandstone | 61 | 13.3 | 0.99 | 3.30 | 0.276 | 0.93 | 40.24 | 14.14 | Masoumi [42] | 10 | Carrara marble | 94 | 5.5 | 0.99 | 3.34 | 0.507 | 0.96 | 38.75 | 22.55 | Walton et al. [43] | 11 | Westerly granite | 138 | 48.3 | 0.99 | 7.02 | 0.145 | 0.96 | 64.22 | 15.79 | Walton et al. [29] | 12 | Rhyolite | 103 | 3.4 | 0.99 | 1.92 | 0.700 | 0.98 | 14.20 | 40.09 | Walton et al. [29] | 13 | Indiana limestone gray | 49 | 7.3 | 0.99 | 7.04 | 0.779 | 0.97 | 38.21 | 9.95 | Walton et al. [29] | 14 | Porphyry | 101 | 11.2 | 0.98 | 4.12 | 0.368 | 0.96 | 37.69 | 24.80 | Walton et al. [29] | 15 | Rajnagar marble | 84.8 | 6.8 | 0.93 | 3.33 | 0.490 | 0.86 | 35.69 | 20.92 | Kumar et al. [44] | 16 | Biotite chlorite schist | 67.3 | 5.4 | 0.97 | 5.40 | 0.395 | 0.62 | 31.75 | 18.60 | Kumar et al. [44] | 17 | Purulia gneiss | 153.6 | 24.3 | 0.97 | 3.17 | 0.131 | 0.91 | 51.28 | 28.76 | Kumar et al. [44] | 18 | Kirthai granite gneiss | 143.3 | 32.2 | 0.99 | 2.94 | 0.109 | 0.93 | 53.10 | 32.80 | Kumar et al. [44] | 19 | Tennessee sandstone | 229.2 | 3.2 | 0.99 | 2.40 | 0.751 | 0.93 | 17.62 | 103.08 | Cuss et al. [45] | 20 | Coal | 38.9 | 6.3 | 1 | 0.56 | 0.490 | 0.99 | 30.00 | 11.23 | Yumlu and ozbay [46] | 21 | Sandstone | 81.3 | 22.7 | 0.98 | 3.42 | 0.151 | 0.99 | 52.00 | 14.00 | Yumlu and ozbay [46] | 22 | Norite | 220.1 | 22.5 | 0.99 | 4.67 | 0.208 | 0.99 | 55.00 | 34.70 | Yumlu and ozbay [46] | 23 | Quartzite | 264.8 | 54.6 | 1 | 10.19 | 0.091 | 0.99 | 68.00 | 25.74 | Yumlu and ozbay [46] | 24 | Hejiata coal G1 | 37.7 | 7.7 | 0.89 | 3.51 | 0.456 | 0.89 | 37.80 | 9.40 | Gao and kang [47] | 25 | Hejiata coal G2 | 37.2 | 12.6 | 0.96 | 2.81 | 0.223 | 0.88 | 44.40 | 8.00 | Gao and kang [47] | 26 | Coarse marble | 71.2 | 5.1 | 0.99 | 2.59 | 0.507 | 0.96 | 28.00 | 22.14 | Yang et al. [48] | 27 | Medium marble | 112.9 | 7.2 | 1 | 7.20 | 0.565 | 0.99 | 34.40 | 31.70 | Yang et al. [48] | 28 | Sandstone | 93.3 | 7.7 | 0.99 | 5.20 | 0.675 | 0.97 | 35.40 | 28.36 | Yang et al. [48] |
|
|