کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
809240 1468708 2013 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Coupled seismo-hydromechanical monitoring of inelastic effects on injection-induced fracture permeability
کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
Coupled seismo-hydromechanical monitoring of inelastic effects on injection-induced fracture permeability
چکیده انگلیسی


• We investigate in situ inelastic effects on permeability of a fluid-injected fracture.
• We measure simultaneously fluid pressure, deformation and seismicity.
• Enhanced fracture permeability is associated with ~100 triggered seismic events.
• Tensile failure occurs within the pressurized fracture, followed by aseismic shearing.
• Shear failure and strength weakening develop in the surrounding dry rock.

We present in situ measurements of fluid pressure, deformation and seismicity in natural fractures together with coupled hydromechanical simulations. We conducted a step-rate water injection (~3.5 MPa and 1200 s) to induce the local pressurization of a critically stressed fractured carbonate reservoir layer located at 250 m-depth in the Low Noise Underground Laboratory (LSBB), southern France. An observed factor-of-3 increase in the fracture permeability was associated with the injection-induced fluid pressure increase and about 100 triggered seismic events. Both normal opening (a few microns) of the fluid-injected fracture and the associated tilt (<1 micro-radian) of the fracture near field displayed inelastic behavior highlighting an irreversible fracture shear and dilatant failure, amounting to about 1/3–1/2 of the maximum measured deformations.Using a plane-strain finite-difference coupled hydromechanical model, our calculation shows that tensile failure first occurred in the injection zone and then shear failure spread along fractures into the surrounding unsaturated rock through stress transfer from the injection zone. The most striking result of these model simulations is that the mechanical weakening of the fractures in the near field induced a 2–5×105 Pa release of the normal stress across the fluid-injected fracture that provoked fracture slip and increase in permeability. A geological exploration of the fracture zone after the experiment showed that no major failure had occurred, and we therefore relate these strength and permeability variations to the slight reactivation (~microns) of pre-existing fractures.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: International Journal of Rock Mechanics and Mining Sciences - Volume 61, July 2013, Pages 266–274
نویسندگان
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