Professor
Supervisor of Doctorate Candidates
Supervisor of Master's Candidates
Main positions: President of international exchange committee of the Chinese Society of Rock Mechanics and Engineering CSRME
Other Post: Vice President of the Chinese Society of Rock Mechanics and Engineering CSRME
Title of Paper:储层砂岩破坏特征与脆性指数相关性影响的试验及数值研究
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Date of Publication:2022-10-04
Journal:岩石力学与工程学报
Affiliation of Author(s):建设工程学部
Volume:36
Issue:1
Page Number:10-28
ISSN No.:1000-6915
Abstract:Failure characteristics and brittle evaluation of reservoir sandstone
are of great significance in oil and gas drilling engineering. The
sandstone cores from the well of Shengli Oil Field were studied with the
developed physical tests under condition of triaxial compression and
numerical simulation. The results show that the failure mode of
interlayer and reservoir cores under the effect of confining pressure is
mainly the shear failure. Under the same level of confining pressure,the
interlayer cores are more brittle than reservoir cores. The brittleness
tendency can be evaluated by the brittleness index B effectively.
Besides,the relevance between the main mechanical parameters of
sandstone and the brittleness index B is analyzed as well. Under the
condition of the same confining pressure,the peak strength,expansion
point,elastic modulus,Poisson¢s ratio,residual strength and residual
strength coefficients of cores decrease with the increase of brittleness
index B. The relationship between index B and parameters is linearly
fitted well. The intrinsic factor of low brittleness is the high clay
mineral content of the oil layer rock. The microscopic brittle
characteristics of two kinds of sandstone are shown in the CT scans
under uniaxial compression. In the case that other parameters are
fixed,the numerical cores are more brittle with the increase of the
elastic modulus,ratio of compressive strength to tensile strength and
internal friction angle. However, the brittleness of cores reduces with
the increase of Poisson's ratio,residual strength and residual strength
coefficient. In addition,there is little relationship between the
brittleness of cores and its strength. The modes of acoustic emission
are dominant by the pre-main-after shocks and group shocks. The
essential relationship between the index B and the acoustic emission
modes is summarized based on the results of physical experiment and
numerical calculation. Under the condition of same loading rate,the
acoustic emission modes in the low brittleness zone,middle brittleness
zone and high brittleness zone are swarm shocks,pre-main-after shocks
and mass shock. Lastly,the mechanism of acoustic emission modes was
verified with those of limestone and different types of coals.
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