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Phase-field DEM — laminated shale

v6 Tier-2 primer

AT-1 / AT-2 damage + cohesive Mode I/II traction-separation coupled to a He-Hutchinson kink-vs-pierce classifier. Surfaces fracture-tip behaviour at the next bedding interface and the steady-state σh degradation that feeds back into the Geertsma poroelastic engine.

Crack-tip state & next interface
In laminaL1
G_tip [J/m²]33.42
Gc_matrix / Gc_bed4.44
Verdict
Kink into bed
MTS kink angle [°]-23.5
Bedding interface (cohesive)
T_N(δ_n) [psi]720.0
T_S(δ_s) [psi]720.0
W_coh [psi·ft]5.460
Phase-field damage & σh feedback
d (damage)
0.998
g(d) stiffness
0.000
Base σ_h [psi]
7200
σ_h reduction [psi]
7200
d (0..1)H [kJ/m³]
Lamina stack
IDTop [ft]Bottom [ft]Gc [J/m²]E [Mpsi]σ_h [psi]Active
L1
tip here
L2
L3