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Erschienen in: Rock Mechanics and Rock Engineering 3/2019

02.11.2018 | Original Paper

Characterization of 4.2-km-Deep Fractured Granodiorite Cores from Pohang Geothermal Reservoir, Korea

verfasst von: Saeha Kwon, Linmao Xie, Sehyeok Park, Kwang-Il Kim, Ki-Bok Min, Kwang Yeom Kim, Li Zhuang, Jaiwon Choi, Hanna Kim, Tae Jong Lee

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 3/2019

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Abstract

The rock core test is the most direct and reliable way to measure fundamental physical, hydraulic, and mechanical properties for underground reservoir characterization. A 10-cm diameter and 3.6-m-long granodiorite core was retrieved from a 4.2-km-deep geothermal well at the Pohang Enhanced Geothermal System (EGS) site in Korea. Numerous natural fractures were detected in the core and induced core disks were observed. We optimized the sample preparation with this limited core for various tests based on the scanned X-ray CT images that visualized all the fractures in the core. We measured the basic mechanical—the deformation and strength properties of intact rock—and thermal properties of intact samples. In particular, fracture deformation and strength properties were directly measured by conducting direct shear tests on pre-existing natural fractures. The seismic velocity and normal fracture stiffness were compared with the wireline logging and injection test measurements, respectively. The discrepancies between the in situ data and laboratory experiment are due to the stress dependency of properties. The measurements presented in this paper provide essential inputs for the EGS reservoir modelling and a dataset of properties for the fractured granite reservoir at a great depth from which few samples have been retrieved thus far.

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Metadaten
Titel
Characterization of 4.2-km-Deep Fractured Granodiorite Cores from Pohang Geothermal Reservoir, Korea
verfasst von
Saeha Kwon
Linmao Xie
Sehyeok Park
Kwang-Il Kim
Ki-Bok Min
Kwang Yeom Kim
Li Zhuang
Jaiwon Choi
Hanna Kim
Tae Jong Lee
Publikationsdatum
02.11.2018
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 3/2019
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-018-1639-2

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