Research Article

Primary Investigation on Equivalent Anchoring Method of Jointed Rock Mass Tunnel and Its Engineering Application

Table 1

Comparison between theoretical and experimental results ([36]).

Group no.Dip angleElastic modulus, Poisson’s ratio,
Test valueTheoretical valueDeviation (%)Experimental valueTheoretical valueDeviation (%)

1024.3924.3900.1790.1648.24
222.525.3324.931.590.2270.17025.13
34527.6227.610.020.2500.19522.13
467.534.0933.521.680.2560.2444.63
59037.7937.790.010.2540.2799.80