“…A hydrofracture is initiated (Gudmundsson, 1990) when the internal fluid excess pressure, p e , defined as the pressure in excess of the lithostatic stress p l , in a fluid source reaches the local in situ tensile strength, T 0 , of the host rock, typically between 0.5 and 6 MPa (Amadei & Stephansson, 1997). In higher stratigraphic levels, hydrofractures commonly develop a fluid overpressure due to buoyancy (Spence, Sharp & Turcotte, 1987;Gudmundsson, 1990Gudmundsson, , 1999Rubin, 1995;Ray, Sheth & Mallik, 2007), particularly when the fluid has a low density, such as geothermal water. Because hydrofractures commonly are extension fractures, they propagate perpendicular to the minimum principal compressive stress (maximum principal tensile stress) σ 3 (cf.…”