Quicklime (CaO) Stabilization of fine-grained marine sediments in low temperature areas
This study presents laboratory testing on quicklime (CaO) stabilization of fine-grained marine sediments in low temperature areas. The soil was sampled on the Fossil Plain in Kangerlussuaq, Greenland, and analyzed in the laboratory at Technical University of Denmark (DTU). The optimum CaO content in...
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2011
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ftdtupubl:oai:pure.atira.dk:publications/06a87ac6-9cdb-490a-add4-c3eee9906ad5 2023-05-15T16:28:36+02:00 Quicklime (CaO) Stabilization of fine-grained marine sediments in low temperature areas Skels, Peteris Ingeman-Nielsen, Thomas Jørgensen, Anders Stuhr Bondars, Kaspars Skele, Edmunds 2011 https://orbit.dtu.dk/en/publications/06a87ac6-9cdb-490a-add4-c3eee9906ad5 http://www.civilengineering11.lv/ eng eng info:eu-repo/semantics/restrictedAccess Skels , P , Ingeman-Nielsen , T , Jørgensen , A S , Bondars , K & Skele , E 2011 , Quicklime (CaO) Stabilization of fine-grained marine sediments in low temperature areas . in Proceedings of Civil engineering . Civil engineering , Jelgava, Latvia , 01/01/2011 . < http://www.civilengineering11.lv/ > Quicklime stabilization Temperature CBR Soil compaction PH test /dk/atira/pure/sustainabledevelopmentgoals/life_below_water SDG 14 - Life Below Water contributionToPeriodical 2011 ftdtupubl 2023-01-12T00:01:26Z This study presents laboratory testing on quicklime (CaO) stabilization of fine-grained marine sediments in low temperature areas. The soil was sampled on the Fossil Plain in Kangerlussuaq, Greenland, and analyzed in the laboratory at Technical University of Denmark (DTU). The optimum CaO content in a soil-CaO mixture was determined using a number of laboratory methods, such as pH test, consistency limit analysis, degree of compaction, and short term California Bearing Ratio (CBR) values. The study also numerically demonstrates a long term strength development of the soil-CaO mixture at 1°C and 10°C curing temperatures, comparing stabilization effectiveness between low and normal soil temperature conditions. Other Non-Article Part of Journal/Newspaper Greenland Kangerlussuaq Technical University of Denmark: DTU Orbit Greenland Kangerlussuaq ENVELOPE(-55.633,-55.633,72.633,72.633) |
institution |
Open Polar |
collection |
Technical University of Denmark: DTU Orbit |
op_collection_id |
ftdtupubl |
language |
English |
topic |
Quicklime stabilization Temperature CBR Soil compaction PH test /dk/atira/pure/sustainabledevelopmentgoals/life_below_water SDG 14 - Life Below Water |
spellingShingle |
Quicklime stabilization Temperature CBR Soil compaction PH test /dk/atira/pure/sustainabledevelopmentgoals/life_below_water SDG 14 - Life Below Water Skels, Peteris Ingeman-Nielsen, Thomas Jørgensen, Anders Stuhr Bondars, Kaspars Skele, Edmunds Quicklime (CaO) Stabilization of fine-grained marine sediments in low temperature areas |
topic_facet |
Quicklime stabilization Temperature CBR Soil compaction PH test /dk/atira/pure/sustainabledevelopmentgoals/life_below_water SDG 14 - Life Below Water |
description |
This study presents laboratory testing on quicklime (CaO) stabilization of fine-grained marine sediments in low temperature areas. The soil was sampled on the Fossil Plain in Kangerlussuaq, Greenland, and analyzed in the laboratory at Technical University of Denmark (DTU). The optimum CaO content in a soil-CaO mixture was determined using a number of laboratory methods, such as pH test, consistency limit analysis, degree of compaction, and short term California Bearing Ratio (CBR) values. The study also numerically demonstrates a long term strength development of the soil-CaO mixture at 1°C and 10°C curing temperatures, comparing stabilization effectiveness between low and normal soil temperature conditions. |
format |
Other Non-Article Part of Journal/Newspaper |
author |
Skels, Peteris Ingeman-Nielsen, Thomas Jørgensen, Anders Stuhr Bondars, Kaspars Skele, Edmunds |
author_facet |
Skels, Peteris Ingeman-Nielsen, Thomas Jørgensen, Anders Stuhr Bondars, Kaspars Skele, Edmunds |
author_sort |
Skels, Peteris |
title |
Quicklime (CaO) Stabilization of fine-grained marine sediments in low temperature areas |
title_short |
Quicklime (CaO) Stabilization of fine-grained marine sediments in low temperature areas |
title_full |
Quicklime (CaO) Stabilization of fine-grained marine sediments in low temperature areas |
title_fullStr |
Quicklime (CaO) Stabilization of fine-grained marine sediments in low temperature areas |
title_full_unstemmed |
Quicklime (CaO) Stabilization of fine-grained marine sediments in low temperature areas |
title_sort |
quicklime (cao) stabilization of fine-grained marine sediments in low temperature areas |
publishDate |
2011 |
url |
https://orbit.dtu.dk/en/publications/06a87ac6-9cdb-490a-add4-c3eee9906ad5 http://www.civilengineering11.lv/ |
long_lat |
ENVELOPE(-55.633,-55.633,72.633,72.633) |
geographic |
Greenland Kangerlussuaq |
geographic_facet |
Greenland Kangerlussuaq |
genre |
Greenland Kangerlussuaq |
genre_facet |
Greenland Kangerlussuaq |
op_source |
Skels , P , Ingeman-Nielsen , T , Jørgensen , A S , Bondars , K & Skele , E 2011 , Quicklime (CaO) Stabilization of fine-grained marine sediments in low temperature areas . in Proceedings of Civil engineering . Civil engineering , Jelgava, Latvia , 01/01/2011 . < http://www.civilengineering11.lv/ > |
op_rights |
info:eu-repo/semantics/restrictedAccess |
_version_ |
1766018275618062336 |