Shale
brittleness
is a key index that indicates the shale fracability, provides a basis
for selecting wells and intervals to be fractured, and guarantees
the good fracturing effect. The available models are not accurate
in evaluating the shale brittleness when considering the confining
pressure, and it is necessary to establish a new shale brittleness
model under the geo-stress. In this study, the variation of elastic
energy, fracture energy, and residual elastic energy in the whole
process of rock compression and failure is analyzed based on the stress–strain
curve in the experiments, and a shale brittleness index reflecting
the energy evolution characteristics during rock failure under different
confining pressures is established; a method of directly evaluating
the shale brittleness with logging data by combining the rock mechanic
experiment results with logging interpretation results is proposed.
The calculation results show that the brittleness decreases as the
confining pressure increases. When the confining pressure of the Kong-2
member shale of the Guandong block is less than 25 MPa, the brittleness
index decreases significantly as the confining pressure increases,
and when the confining pressure is greater than 25 MPa, the brittleness
index decreases slightly. It is shown that the shale brittleness index
is more sensitive to the confining pressure within a certain range
and less sensitive to the confining pressure above a certain value.