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The largest fracture zones, in the eastern Pacific, are several thousand kilometres long, 100 to 200 km (60 to 125 miles) wide, and possess several kilometres of vertical relief.
The fracture toughness anisotropy is characterized by the ratio of the largest fracture toughness over the smallest one at a given loading rate.
The surrounding damage zone has the largest total fracture distribution except near the main fault core, where the intact zone has the largest fracture density.
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Selective retardation in larger fracture indicated by dotted line (b) fracture in permeable rock.
A lower slurry rate is designed to create larger fracture width and spacing.
The PKN model predicts larger fracture widths than the KGD model does.
In addition, we find that episodic uplift can deepen and connect multiple fractures together to form a larger fracture network.
In order to perform such a calibration properly, a larger fracture model would need to be used.
Structural data collected in massive sulphides were used to generate a large fracture system model (FSM), 40 m×40 m×40 m.
Under the same injection production mode, high-to-low recovery that corresponds to model type includes the small fracture, large fracture, small vug, and large vug models.
Under the same pore volume multiple, high-to-low recovery that corresponds to model includes the small fracture, small vug, large fracture, and large vug models.
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