A Model of Anisotropic Property of Seepage and Stress for Jointed Rock Mass

Table 4

The hydraulic conductivity coefficients 𝐾_𝑖𝑗, damage tensor 𝐷_𝑖𝑖 and Young’s modulus 𝐸_𝑖𝑗, and shear modulus 𝐺_𝑖𝑗 of the fracture sample along joint plane direction.

Subscripts 𝑖𝑗	𝐾𝑖𝑗 (×10^−6 m/s)	𝐷𝑖𝑖	𝐸𝑖𝑗 (GPa)	𝐺𝑖𝑗 (GPa)
11	2.77	0.50	18.83	—
22	0.87	0.17	51.91	—
12	—	—	9.34	10.97