Propagation analysis of fluid-driven fracture using the discrete crack approach

I. Carol, J. M. Segura (2007). "Propagation analysis of fluid-driven fracture using the discrete crack approach." In Proceedings of FraMCoS 6, Catania, Italy.

I. Carol, J. M. Segura. "Propagation analysis of fluid-driven fracture using the discrete crack approach." Paper presented at FraMCoS 6, Catania, Italy, 2007.

I. Carol, J. M. Segura, "Propagation analysis of fluid-driven fracture using the discrete crack approach," in Proc. FraMCoS 6, Catania, Italy, 2007.

@inproceedings{i-carol2007,
  title     = {Propagation analysis of fluid-driven fracture using the discrete crack approach},
  author    = {I. Carol, J. M. Segura},
  year      = {2007},
  booktitle = {Proceedings of FraMCoS 6},
  address   = {Catania, Italy},
}

TY  - CPAPER
TI  - Propagation analysis of fluid-driven fracture using the discrete crack approach
AU  - I. Carol
AU  - J. M. Segura
PY  - 2007
T2  - Proceedings of FraMCoS 6
CY  - Catania, Italy
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Propagation_analysis_of_fluid-driven_fracture_using_the_discrete_crack_approach.pdf
AB  - The hydro-mechanical (HM) coupled problem in jointed or susceptible of cracking concrete or rock is formulated by means of the Finite Element Method (FEM) with interface elements of “zero-thickness” and double nodes. Both types of elements (continuum and interface) are formulated in terms of the displace- ments and the fluid pressure at nodes. After assembly, a highly non-linear system of equations is reached due to the strong dependence between the permeability and the aperture of joints. Poro-elasticity is assumed in the continuum. The cubic law is considered to govern the longitudinal flow along the discontinuity, and the influ- ence of…
ER  -