Investigation of the concrete foundation of the old living hut built in 1969 at Syowa Station, Antarctic

Concrete specimens taken from the pier of the concrete foundation of the old living hut built in 1969 at Syowa Station, Antarctica, were brought back to Japan for investigation of deterioration conditions. This concrete was made by mixing alumina cement brought from Japan with gravel, sand, and wate...

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Main Authors: Takayuki Hirai, Masaaki Naito, Yoshinori Ohi, Toshihiro Otani, Kaoru Kurono
Format: Article in Journal/Newspaper
Language:English
Japanese
Published: National Institute of Polar Research 2002
Subjects:
Online Access:https://doi.org/10.15094/00009247
https://doaj.org/article/0ad45081a1d74de79da81c3384aba3f7
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spelling ftdoajarticles:oai:doaj.org/article:0ad45081a1d74de79da81c3384aba3f7 2023-05-15T13:53:19+02:00 Investigation of the concrete foundation of the old living hut built in 1969 at Syowa Station, Antarctic Takayuki Hirai Masaaki Naito Yoshinori Ohi Toshihiro Otani Kaoru Kurono 2002-09-01T00:00:00Z https://doi.org/10.15094/00009247 https://doaj.org/article/0ad45081a1d74de79da81c3384aba3f7 EN JA eng jpn National Institute of Polar Research http://doi.org/10.15094/00009247 https://doaj.org/toc/0085-7289 https://doaj.org/toc/2432-079X doi:10.15094/00009247 0085-7289 2432-079X https://doaj.org/article/0ad45081a1d74de79da81c3384aba3f7 Antarctic Record, Vol 46, Iss 2A, Pp 525-532 (2002) Geography (General) G1-922 article 2002 ftdoajarticles https://doi.org/10.15094/00009247 2022-12-31T02:34:18Z Concrete specimens taken from the pier of the concrete foundation of the old living hut built in 1969 at Syowa Station, Antarctica, were brought back to Japan for investigation of deterioration conditions. This concrete was made by mixing alumina cement brought from Japan with gravel, sand, and water removed from melted snow, all taken from the surface ground of East Ongul Island on which Syowa Station is located, and by placing and shaping it into permanent form. The pier concrete is examined by composition analysis, compressive strength test and neutralization depth measurement of the cored sample. Transformation of the hydration products of alumina cement, from CAH10 to C3AH6 and AH3, was found to be completed. The maximum neutralization depth was found to be 26 mm. In addition, the compressive strength decreased by 22% from the time of construction as judged from a specimen at construction time. Based on these observations, deterioration of the concrete is in progress, but not to the extent that either its strength or durability is a problem with regard to serviceability. Article in Journal/Newspaper Antarc* Antarctic Antarctica East Ongul Island Ongul Island Directory of Open Access Journals: DOAJ Articles Antarctic East Ongul Island ENVELOPE(39.583,39.583,-69.017,-69.017) Ongul ENVELOPE(39.533,39.533,-69.017,-69.017) Ongul Island ENVELOPE(39.533,39.533,-69.017,-69.017) Syowa Station
institution Open Polar
collection Directory of Open Access Journals: DOAJ Articles
op_collection_id ftdoajarticles
language English
Japanese
topic Geography (General)
G1-922
spellingShingle Geography (General)
G1-922
Takayuki Hirai
Masaaki Naito
Yoshinori Ohi
Toshihiro Otani
Kaoru Kurono
Investigation of the concrete foundation of the old living hut built in 1969 at Syowa Station, Antarctic
topic_facet Geography (General)
G1-922
description Concrete specimens taken from the pier of the concrete foundation of the old living hut built in 1969 at Syowa Station, Antarctica, were brought back to Japan for investigation of deterioration conditions. This concrete was made by mixing alumina cement brought from Japan with gravel, sand, and water removed from melted snow, all taken from the surface ground of East Ongul Island on which Syowa Station is located, and by placing and shaping it into permanent form. The pier concrete is examined by composition analysis, compressive strength test and neutralization depth measurement of the cored sample. Transformation of the hydration products of alumina cement, from CAH10 to C3AH6 and AH3, was found to be completed. The maximum neutralization depth was found to be 26 mm. In addition, the compressive strength decreased by 22% from the time of construction as judged from a specimen at construction time. Based on these observations, deterioration of the concrete is in progress, but not to the extent that either its strength or durability is a problem with regard to serviceability.
format Article in Journal/Newspaper
author Takayuki Hirai
Masaaki Naito
Yoshinori Ohi
Toshihiro Otani
Kaoru Kurono
author_facet Takayuki Hirai
Masaaki Naito
Yoshinori Ohi
Toshihiro Otani
Kaoru Kurono
author_sort Takayuki Hirai
title Investigation of the concrete foundation of the old living hut built in 1969 at Syowa Station, Antarctic
title_short Investigation of the concrete foundation of the old living hut built in 1969 at Syowa Station, Antarctic
title_full Investigation of the concrete foundation of the old living hut built in 1969 at Syowa Station, Antarctic
title_fullStr Investigation of the concrete foundation of the old living hut built in 1969 at Syowa Station, Antarctic
title_full_unstemmed Investigation of the concrete foundation of the old living hut built in 1969 at Syowa Station, Antarctic
title_sort investigation of the concrete foundation of the old living hut built in 1969 at syowa station, antarctic
publisher National Institute of Polar Research
publishDate 2002
url https://doi.org/10.15094/00009247
https://doaj.org/article/0ad45081a1d74de79da81c3384aba3f7
long_lat ENVELOPE(39.583,39.583,-69.017,-69.017)
ENVELOPE(39.533,39.533,-69.017,-69.017)
ENVELOPE(39.533,39.533,-69.017,-69.017)
geographic Antarctic
East Ongul Island
Ongul
Ongul Island
Syowa Station
geographic_facet Antarctic
East Ongul Island
Ongul
Ongul Island
Syowa Station
genre Antarc*
Antarctic
Antarctica
East Ongul Island
Ongul Island
genre_facet Antarc*
Antarctic
Antarctica
East Ongul Island
Ongul Island
op_source Antarctic Record, Vol 46, Iss 2A, Pp 525-532 (2002)
op_relation http://doi.org/10.15094/00009247
https://doaj.org/toc/0085-7289
https://doaj.org/toc/2432-079X
doi:10.15094/00009247
0085-7289
2432-079X
https://doaj.org/article/0ad45081a1d74de79da81c3384aba3f7
op_doi https://doi.org/10.15094/00009247
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