Table 1: Values of , , , and of fracture networks with different numbers of intersections subjected to various boundary loads .

(kN)(kg⋅Pa−1⋅s−1⋅m−4)(kg⋅Pa−1⋅m−7)

170.99936.01
140.999410.78
210.999325.34
280.999457.05
350.9996118.57
470.99932.29
140.99904.80
210.999515.16
280.999527.17
350.999459.06
770.99911.63
140.99951.96
210.99949.58
280.999618.44
350.997521.50
1270.99940.62
140.99891.45
210.99956.96
280.99948.36
350.999613.01