Some Problems in Engineering Geology Caused by Permafrost in the Arctic Coastal Plain, Northern Alaska
Deals with permafrost as the controlling influence on certain engineering projects as observed during field studies, 1945-1951. Its direct and indirect effects on transportation, surface and underground exploration, construction and durability of structures, water supply, sewage disposal, drilling f...
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The Arctic Institute of North America
1957
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ftunivcalgaryojs:oai:journalhosting.ucalgary.ca:article/66817 2023-05-15T14:18:50+02:00 Some Problems in Engineering Geology Caused by Permafrost in the Arctic Coastal Plain, Northern Alaska Black, Robert F. 1957-01-01 application/pdf https://journalhosting.ucalgary.ca/index.php/arctic/article/view/66817 eng eng The Arctic Institute of North America https://journalhosting.ucalgary.ca/index.php/arctic/article/view/66817/50730 https://journalhosting.ucalgary.ca/index.php/arctic/article/view/66817 ARCTIC; Vol 10, No 4: 1957; 230-240 1923-1245 0004-0843 Frozen ground Active layer info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion research-article 1957 ftunivcalgaryojs 2022-03-22T21:23:36Z Deals with permafrost as the controlling influence on certain engineering projects as observed during field studies, 1945-1951. Its direct and indirect effects on transportation, surface and underground exploration, construction and durability of structures, water supply, sewage disposal, drilling for and production of oil and gas are considered, but no attempt is made to present an overall survey. "Overland transportation is hampered most in the spring breakup and fall freeze-up periods; excavation can be made only in summer in the active layer unless special methods are used. Bench marks can be set properly only in adequately drained backfill to 10 m. depth. Foundation excavations must be kept nearly dry; construction material for roads is lacking except locally. Steel landing mats and concrete can be used safely on gravel beaches for landing strips; small airstrips can be built on sand dunes with little grading and little danger of affecting the permafrost. A frozen runway of pycrete or icecrete utilizing turf and surface soil as the foundation and permafrost as a cold reserve in a heat exchanger is recommended for areas lacking suitable materials."--SIPRE. Article in Journal/Newspaper Arctic Arctic permafrost Alaska University of Calgary Journal Hosting Arctic ARCTIC 10 4 230 |
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University of Calgary Journal Hosting |
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ftunivcalgaryojs |
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English |
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Frozen ground Active layer |
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Frozen ground Active layer Black, Robert F. Some Problems in Engineering Geology Caused by Permafrost in the Arctic Coastal Plain, Northern Alaska |
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Frozen ground Active layer |
description |
Deals with permafrost as the controlling influence on certain engineering projects as observed during field studies, 1945-1951. Its direct and indirect effects on transportation, surface and underground exploration, construction and durability of structures, water supply, sewage disposal, drilling for and production of oil and gas are considered, but no attempt is made to present an overall survey. "Overland transportation is hampered most in the spring breakup and fall freeze-up periods; excavation can be made only in summer in the active layer unless special methods are used. Bench marks can be set properly only in adequately drained backfill to 10 m. depth. Foundation excavations must be kept nearly dry; construction material for roads is lacking except locally. Steel landing mats and concrete can be used safely on gravel beaches for landing strips; small airstrips can be built on sand dunes with little grading and little danger of affecting the permafrost. A frozen runway of pycrete or icecrete utilizing turf and surface soil as the foundation and permafrost as a cold reserve in a heat exchanger is recommended for areas lacking suitable materials."--SIPRE. |
format |
Article in Journal/Newspaper |
author |
Black, Robert F. |
author_facet |
Black, Robert F. |
author_sort |
Black, Robert F. |
title |
Some Problems in Engineering Geology Caused by Permafrost in the Arctic Coastal Plain, Northern Alaska |
title_short |
Some Problems in Engineering Geology Caused by Permafrost in the Arctic Coastal Plain, Northern Alaska |
title_full |
Some Problems in Engineering Geology Caused by Permafrost in the Arctic Coastal Plain, Northern Alaska |
title_fullStr |
Some Problems in Engineering Geology Caused by Permafrost in the Arctic Coastal Plain, Northern Alaska |
title_full_unstemmed |
Some Problems in Engineering Geology Caused by Permafrost in the Arctic Coastal Plain, Northern Alaska |
title_sort |
some problems in engineering geology caused by permafrost in the arctic coastal plain, northern alaska |
publisher |
The Arctic Institute of North America |
publishDate |
1957 |
url |
https://journalhosting.ucalgary.ca/index.php/arctic/article/view/66817 |
geographic |
Arctic |
geographic_facet |
Arctic |
genre |
Arctic Arctic permafrost Alaska |
genre_facet |
Arctic Arctic permafrost Alaska |
op_source |
ARCTIC; Vol 10, No 4: 1957; 230-240 1923-1245 0004-0843 |
op_relation |
https://journalhosting.ucalgary.ca/index.php/arctic/article/view/66817/50730 https://journalhosting.ucalgary.ca/index.php/arctic/article/view/66817 |
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