A hybrid formulation for coupled pore fluid-solid deformation problems is p
roposed. The scheme is a hybrid in the sense that we use a vertex centered
finite volume formulation for the analysis of the pore fluid and a particle
method for the solid in our model. The pore fluid formally occupies the sa
me space as the solid particles. The size of the particles is not necessari
ly equal to the physical size of materials. A finite volume mesh for the po
re fluid flow is generated by Delaunay triangulation. Each triangle possess
es an initial porosity. Changes of the porosity are specified by the transl
ations of the mass centers of particles. Net pore pressure gradients are ap
plied to the particle centers and are considered in the particle momentum b
alance. The potential of our model is illustrated by means of a simulation
of coupled fracture and fluid flow developed in porous rock under biaxial c
ompression condition.