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Aoyagi, Kazuhei, Ishii, Eiichi (2019) A Method for Estimating the Highest Potential Hydraulic Conductivity in the Excavation Damaged Zone in Mudstone. Rock Mechanics and Rock Engineering, 52 (2). 385-401 doi:10.1007/s00603-018-1577-z

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Reference TypeJournal (article/letter/editorial)
TitleA Method for Estimating the Highest Potential Hydraulic Conductivity in the Excavation Damaged Zone in Mudstone
JournalRock Mechanics and Rock Engineering
AuthorsAoyagi, KazuheiAuthor
Ishii, EiichiAuthor
Year2019 (February)Volume52
Issue2
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s00603-018-1577-zSearch in ResearchGate
Generate Citation Formats
Mindat Ref. ID9371275Long-form Identifiermindat:1:5:9371275:8
GUID0
Full ReferenceAoyagi, Kazuhei, Ishii, Eiichi (2019) A Method for Estimating the Highest Potential Hydraulic Conductivity in the Excavation Damaged Zone in Mudstone. Rock Mechanics and Rock Engineering, 52 (2). 385-401 doi:10.1007/s00603-018-1577-z
Plain TextAoyagi, Kazuhei, Ishii, Eiichi (2019) A Method for Estimating the Highest Potential Hydraulic Conductivity in the Excavation Damaged Zone in Mudstone. Rock Mechanics and Rock Engineering, 52 (2). 385-401 doi:10.1007/s00603-018-1577-z
In(2019, February) Rock Mechanics and Rock Engineering Vol. 52 (2) Springer Science and Business Media LLC

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Aoyagi, Kazuhei, Ishii, Eiichi, Chen, Youqing, Ishida, Tsuyoshi (2022) Resin-Injection Testing and Measurement of the Shear Displacement and Aperture of Excavation-Damaged-Zone Fractures: A Case Study of Mudstone at the Horonobe Underground Research Laboratory, Japan. Rock Mechanics and Rock Engineering, 55 (4) 1855-1869 doi:10.1007/s00603-022-02777-z
Aoyagi, Kazuhei, Ishii, Eiichi (2024) Evaluation of temporal changes in fracture transmissivity in an excavation damaged zone after backfilling a gallery excavated in mudstone. Environmental Earth Sciences, 83 (3) doi:10.1007/s12665-023-11416-x
AOYAGI, Kazuhei, ISHII, Eiichi, ISHIDA, Tsuyoshi (2017) Field Observations and Failure Analysis of an Excavation Damaged Zone in the Horonobe Underground Research Laboratory. Journal of MMIJ, 133 (2). 25-33 doi:10.2473/journalofmmij.133.25
Hata, Koji, Niunoya, Sumio, Aoyagi, Kazuhei, Miyara, Nobukatsu (2024) Evaluation of excavation damaged zones (EDZs) in Horonobe Underground Research Laboratory (URL) Journal of Rock Mechanics and Geotechnical Engineering, 16 (2) 365-378 doi:10.1016/j.jrmge.2023.05.010
Labiouse, Vincent, Vietor, Tim (2014) Laboratory and In Situ Simulation Tests of the Excavation Damaged Zone Around Galleries in Opalinus Clay. Rock Mechanics and Rock Engineering, 47 (1). 57-70 doi:10.1007/s00603-013-0389-4
Pardoen, Benoît, Levasseur, Séverine, Collin, Frédéric (2015) Using Local Second Gradient Model and Shear Strain Localisation to Model the Excavation Damaged Zone in Unsaturated Claystone. Rock Mechanics and Rock Engineering, 48 (2). 691-714 doi:10.1007/s00603-014-0580-2
Zang, Arno, Stephansson, Ove (2019) Special Issue “Hydraulic Fracturing in Hard Rock”. Rock Mechanics and Rock Engineering, 52 (2). 471-473 doi:10.1007/s00603-019-1740-1
Hedayat, Ahmadreza, Weems, Jacob (2019) The Elasto-Plastic Response of Deep Tunnels with Damaged Zone and Gravity Effects. Rock Mechanics and Rock Engineering, 52 (12). 5123-5135 doi:10.1007/s00603-019-01834-4
Zimmermann, Günter, Zang, Arno, Stephansson, Ove, Klee, Gerd, Semiková, Hana (2019) Permeability Enhancement and Fracture Development of Hydraulic In Situ Experiments in the Äspö Hard Rock Laboratory, Sweden. Rock Mechanics and Rock Engineering, 52 (2). 495-515 doi:10.1007/s00603-018-1499-9
Jakubick, A. T., Franz, T. (1993) Vacuum testing of the permeability of the excavation damaged zone. Rock Mechanics and Rock Engineering, 26 (2). 165-182 doi:10.1007/bf01023621
Wu, Zhijun, Sun, Hao, Wong, Louis Ngai Yuen (2019) A Cohesive Element-Based Numerical Manifold Method for Hydraulic Fracturing Modelling with Voronoi Grains. Rock Mechanics and Rock Engineering, 52 (7). 2335-2359 doi:10.1007/s00603-018-1717-5
 
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