基于隧道掘进机掘进过程的岩体状态感知方法
张娜,李建斌,荆留杰,杨晨,陈帅

Prediction method of rockmass parameters based on tunnelling process of tunnel boring machine
Na ZHANG,Jian-bin LI,Liu-jie JING,Chen YANG,Shuai CHEN
表 7 花岗岩岩体状态感知
Tab.7 Prediction of rockmass parameters by stepwise regression algorithm in granite strata
环号 UCSa/MPa Jva/
(条·m−3
围岩等级 a b UCSc/MPa Jvc/
(条·m−3
FPI/
(kN·mm−1
TPI/
(kN·mm−1
聚类法围
岩等级
BQ围岩
分级
实际围岩
等级
S2003 228.95 6.7 II 13.20 183.21 200.86 5.86 79.24 18.84 II II II
S2025 236.79 26.7 IV 9.47 150.51 269.14 22.71 52.53 13.22 IV IV IV
S2052 176.86 0 I 15.29 200.71 197.21 0 121.08 16.92 I I I
S2104 177.04 4.5 II 13.78 187.35 195.62 3.96 95.63 16.47 II I II
N1649 147.02 14 III 11.45 147.14 132.49 12.41 62.76 13.87 III III III
N1690 240.3 5.3 II 13.16 188.83 224.76 5.97 101.99 18.55 II II II