Progressive Evolution Model of Fault Water Inrush Caused by Underground Excavation Based on Multiphysical Fields

Table 1

Constant table of fault water inrush model.

Name	Expression
	0.3
	6.2e6
	1e-3
g	9.8 (m^2)
Water density: rho	1000 (kg/m^3)
Water pressure: p1	5e6 (pa)
Fault zone water pressure: Pa	0.1e6 (pa)
Permeability of aquifer: Kd	1.9e-8 (m^2)
Dynamic viscosity coefficient: ps	0.001 ()
Length of the model: b	350 (m)
Initial pressure: P1	(pa)
Young’s modulus: Ee	(pa)
Es	8.139e9 (pa)
Poisson coefficient:	0.339
Density	1250 (kg/m^3)