The burial-stress and hydrologic conditions existing during concretion
formation in mudrocks are evaluated and integrated into a model for t
he genesis of septarian cracks. Initial concretion cement formation wi
ll lower concretion permeability through the filling of pre-existing p
ore space. During progressive burial, this may lead to increased exces
s pore pressure, localized within the concretion body causing a reduct
ion of the effective stress. Analysis of the stress conditions and cra
ck morphology suggests that cracks in septarian concretions result fro
m tensional failure (sub-critical crack growth), as a consequence of t
his localized excess pore pressure. Conditions suitable for crack form
ation will depend upon the magnitude of the excess pore pressure and t
he stress corrosion limit of the concretion body. A review of the like
ly strength of such concretions indicates that cracking could be initi
ated at depths less than 10 m. A variety of observed crack morphologie
s can be explained with this model, depending upon the spatial distrib
ution of strength and effective stress in the concretion. Crack orient
ations mostly reflect stress anisotropy, but are also influenced by di
rectional anisotropy in the crack growth rates. Locally increased pore
pressure also likely occurs in non-septarian concretions, but is not
sufficient to cause cracking. This enhanced local pressure may assist
the crystal surface growth reactions of the carbonate cement. Through
this enhancement process, the shape of concretions may be a response t
o the local anisotropic pore-pressure contours, which reflect the perm
eability anisotropy of the concretion and surrounding mudrock.