Risk Factors for Construction and Exploitation of the Industrial Facilities on the Arctic Shelves: Actual Challenges and Perspective Approaches for Adequate Decisions

Abstract The bottom sedimental cover on Arctic shelves includes a layer of subaqual permafrost. There are two types of soil grounds within this layer: the conventional 4-phase frozen soils MWIG (“mineral matrix – water – ice – gas”), and the binary type SSGH (“Frozen Soil Saturated by Methane Gas-Hy...

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Published in:IOP Conference Series: Earth and Environmental Science
Main Authors: Vinogradov, A N, Tsukerman, V A
Format: Article in Journal/Newspaper
Language:unknown
Published: IOP Publishing 2020
Subjects:
Ice
Online Access:http://dx.doi.org/10.1088/1755-1315/459/4/042076
https://iopscience.iop.org/article/10.1088/1755-1315/459/4/042076/pdf
https://iopscience.iop.org/article/10.1088/1755-1315/459/4/042076
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spelling crioppubl:10.1088/1755-1315/459/4/042076 2024-06-02T08:01:29+00:00 Risk Factors for Construction and Exploitation of the Industrial Facilities on the Arctic Shelves: Actual Challenges and Perspective Approaches for Adequate Decisions Vinogradov, A N Tsukerman, V A 2020 http://dx.doi.org/10.1088/1755-1315/459/4/042076 https://iopscience.iop.org/article/10.1088/1755-1315/459/4/042076/pdf https://iopscience.iop.org/article/10.1088/1755-1315/459/4/042076 unknown IOP Publishing http://creativecommons.org/licenses/by/3.0/ https://iopscience.iop.org/info/page/text-and-data-mining IOP Conference Series: Earth and Environmental Science volume 459, issue 4, page 042076 ISSN 1755-1307 1755-1315 journal-article 2020 crioppubl https://doi.org/10.1088/1755-1315/459/4/042076 2024-05-07T14:03:07Z Abstract The bottom sedimental cover on Arctic shelves includes a layer of subaqual permafrost. There are two types of soil grounds within this layer: the conventional 4-phase frozen soils MWIG (“mineral matrix – water – ice – gas”), and the binary type SSGH (“Frozen Soil Saturated by Methane Gas-Hydrates”), which present in fact a mix of MWIG and significant portion of the alternative clathrate subsystem, presented by hydrocarbon gases in icy nano-scaled cells. The SSGH type locates within the gas-hydrate stability zone (HSZ), its upper limit is not constant in a time and may change a depth from 0 meters at the cold glacial epochs up to some hundred meters deeper a surface of sea bottom during the warm interglacial periods. Into the Holocene warm stadia the HSZ depth on the Arctic shelves vary of 50 to 200 meters, but some relics of SSGH soils occur in metastable conditions over the upper limit. Moreover, the lenses of SSGH may to appear near surface in a result of transformation MWIG soil in a stress field under huge gravitational platforms installed on shallow shelf. Geomechanical features of SSGH drastically differ of MWIG, and so for industrial safety it is necessary to provide an advanced and permanent geophysical control of the SSGH abundance and stability under a basement of engineering facilities. The most attractive and reliable approach to those goals is installation around the large industrial objects a fiber optic sensing network, consisting of seismoacoustic and electromagnetic recorders integrated in the single “phase antenna” with digital “big data” processing. Article in Journal/Newspaper Arctic Ice permafrost IOP Publishing Arctic IOP Conference Series: Earth and Environmental Science 459 042076
institution Open Polar
collection IOP Publishing
op_collection_id crioppubl
language unknown
description Abstract The bottom sedimental cover on Arctic shelves includes a layer of subaqual permafrost. There are two types of soil grounds within this layer: the conventional 4-phase frozen soils MWIG (“mineral matrix – water – ice – gas”), and the binary type SSGH (“Frozen Soil Saturated by Methane Gas-Hydrates”), which present in fact a mix of MWIG and significant portion of the alternative clathrate subsystem, presented by hydrocarbon gases in icy nano-scaled cells. The SSGH type locates within the gas-hydrate stability zone (HSZ), its upper limit is not constant in a time and may change a depth from 0 meters at the cold glacial epochs up to some hundred meters deeper a surface of sea bottom during the warm interglacial periods. Into the Holocene warm stadia the HSZ depth on the Arctic shelves vary of 50 to 200 meters, but some relics of SSGH soils occur in metastable conditions over the upper limit. Moreover, the lenses of SSGH may to appear near surface in a result of transformation MWIG soil in a stress field under huge gravitational platforms installed on shallow shelf. Geomechanical features of SSGH drastically differ of MWIG, and so for industrial safety it is necessary to provide an advanced and permanent geophysical control of the SSGH abundance and stability under a basement of engineering facilities. The most attractive and reliable approach to those goals is installation around the large industrial objects a fiber optic sensing network, consisting of seismoacoustic and electromagnetic recorders integrated in the single “phase antenna” with digital “big data” processing.
format Article in Journal/Newspaper
author Vinogradov, A N
Tsukerman, V A
spellingShingle Vinogradov, A N
Tsukerman, V A
Risk Factors for Construction and Exploitation of the Industrial Facilities on the Arctic Shelves: Actual Challenges and Perspective Approaches for Adequate Decisions
author_facet Vinogradov, A N
Tsukerman, V A
author_sort Vinogradov, A N
title Risk Factors for Construction and Exploitation of the Industrial Facilities on the Arctic Shelves: Actual Challenges and Perspective Approaches for Adequate Decisions
title_short Risk Factors for Construction and Exploitation of the Industrial Facilities on the Arctic Shelves: Actual Challenges and Perspective Approaches for Adequate Decisions
title_full Risk Factors for Construction and Exploitation of the Industrial Facilities on the Arctic Shelves: Actual Challenges and Perspective Approaches for Adequate Decisions
title_fullStr Risk Factors for Construction and Exploitation of the Industrial Facilities on the Arctic Shelves: Actual Challenges and Perspective Approaches for Adequate Decisions
title_full_unstemmed Risk Factors for Construction and Exploitation of the Industrial Facilities on the Arctic Shelves: Actual Challenges and Perspective Approaches for Adequate Decisions
title_sort risk factors for construction and exploitation of the industrial facilities on the arctic shelves: actual challenges and perspective approaches for adequate decisions
publisher IOP Publishing
publishDate 2020
url http://dx.doi.org/10.1088/1755-1315/459/4/042076
https://iopscience.iop.org/article/10.1088/1755-1315/459/4/042076/pdf
https://iopscience.iop.org/article/10.1088/1755-1315/459/4/042076
geographic Arctic
geographic_facet Arctic
genre Arctic
Ice
permafrost
genre_facet Arctic
Ice
permafrost
op_source IOP Conference Series: Earth and Environmental Science
volume 459, issue 4, page 042076
ISSN 1755-1307 1755-1315
op_rights http://creativecommons.org/licenses/by/3.0/
https://iopscience.iop.org/info/page/text-and-data-mining
op_doi https://doi.org/10.1088/1755-1315/459/4/042076
container_title IOP Conference Series: Earth and Environmental Science
container_volume 459
container_start_page 042076
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