TY - JOUR
T1 - An experimental and analytical study of the effects of shear displacement, fluid type, joint roughness, shear strength, friction angle and dilation angle on proppant embedment development in tight gas sandstone reservoirs
AU - Tang, Y.
AU - Ranjith, P. G.
PY - 2018/7/1
Y1 - 2018/7/1
N2 - Proppant embedment is one of the most common proppant degradation mechanisms during the hydraulic fracturing process, and it can greatly reduce fracture width and conductivity. Shearing and the corresponding displacement caused by rock shearing and fault activation during hydraulic fracturing may enhance proppant embedment, and the influence may vary under different fluid and joint roughness conditions. Rock shear performance is worthy of study as it has an important role in the development of proppant embedment. In this study, a direct shear machine is utilized under constant normal load, and proppant embedment and rock shear strength are recorded by transducers with increasing rock horizontal displacement. Based on the experimental results, rock shearing has a detrimental effect on proppant embedment, and proppant embedment increases almost linearly with increasing horizontal displacement. Fluid affects proppant embedment by altering the interaction between the proppant and the rock mass, and fluid with high viscosity helps improve proppant embedment by maintaining even proppant distribution, especially for rock shearing along undulating surfaces. Rock shear strength, associated with rock friction angles, decreases with the addition of proppant. The addition of proppant also greatly alters rock dilatancy, enhancing rock dilation angle reduction through a large amount of proppant embedment. The reduction of rock shear resistance is believed to be a threat to proppant behaviour. The results may assist the understanding of proppant degradation mechanisms during potential shearing failure, and optimise proppant behaviour for fracture joints.
AB - Proppant embedment is one of the most common proppant degradation mechanisms during the hydraulic fracturing process, and it can greatly reduce fracture width and conductivity. Shearing and the corresponding displacement caused by rock shearing and fault activation during hydraulic fracturing may enhance proppant embedment, and the influence may vary under different fluid and joint roughness conditions. Rock shear performance is worthy of study as it has an important role in the development of proppant embedment. In this study, a direct shear machine is utilized under constant normal load, and proppant embedment and rock shear strength are recorded by transducers with increasing rock horizontal displacement. Based on the experimental results, rock shearing has a detrimental effect on proppant embedment, and proppant embedment increases almost linearly with increasing horizontal displacement. Fluid affects proppant embedment by altering the interaction between the proppant and the rock mass, and fluid with high viscosity helps improve proppant embedment by maintaining even proppant distribution, especially for rock shearing along undulating surfaces. Rock shear strength, associated with rock friction angles, decreases with the addition of proppant. The addition of proppant also greatly alters rock dilatancy, enhancing rock dilation angle reduction through a large amount of proppant embedment. The reduction of rock shear resistance is believed to be a threat to proppant behaviour. The results may assist the understanding of proppant degradation mechanisms during potential shearing failure, and optimise proppant behaviour for fracture joints.
KW - Fluid type
KW - Friction angle and dilatancy
KW - Joint roughness
KW - Proppant embedment
KW - Shear strength
KW - Shearing and displacement
UR - http://www.scopus.com/inward/record.url?scp=85046783718&partnerID=8YFLogxK
U2 - 10.1016/j.ijrmms.2018.03.008
DO - 10.1016/j.ijrmms.2018.03.008
M3 - Article
AN - SCOPUS:85046783718
SN - 1365-1609
VL - 107
SP - 94
EP - 109
JO - International Journal of Rock Mechanics and Mining Sciences
JF - International Journal of Rock Mechanics and Mining Sciences
ER -