Mechanical characterization of sedimentary rocks derived from Svalbard for possible use in local road constructions
The dataset deals with the mechanical characterization of sedimentary rocks collected along the banks of Longyear river in proximity of Longyearbyen (Svalbard) at the junction of Bolterdalen and Adventdalen valleys. Considering the use of the rocks as possible local construction materials for new ro...
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ftdans:oai:easy.dans.knaw.nl:easy-dataset:198138 2023-07-02T03:29:28+02:00 Mechanical characterization of sedimentary rocks derived from Svalbard for possible use in local road constructions Barbieri, D (via Mendeley Data) 2021-01-17T06:14:23.759Z http://nbn-resolving.org/urn:nbn:nl:ui:13-97-5k9t https://easy.dans.knaw.nl/ui/datasets/id/easy-dataset:198138 unknown 2 mtn347g3gp http://nbn-resolving.org/urn:nbn:nl:ui:13-97-5k9t doi:10.17632/mtn347g3gp.2 https://easy.dans.knaw.nl/ui/datasets/id/easy-dataset:198138 OPEN_ACCESS: The data are archived in Easy, they are accessible elsewhere through the DOI https://dans.knaw.nl/en/about/organisation-and-policy/legal-information/DANSLicence.pdf Diego Maria Barbieri Interdisciplinary sciences 2021 ftdans https://doi.org/10.17632/mtn347g3gp.2 2023-06-13T12:46:49Z The dataset deals with the mechanical characterization of sedimentary rocks collected along the banks of Longyear river in proximity of Longyearbyen (Svalbard) at the junction of Bolterdalen and Adventdalen valleys. Considering the use of the rocks as possible local construction materials for new road infrastructures, three types of laboratory tests were performed for mechanical characterization: Los Angeles (LA) tests, micro-Deval (MDE) tests and Repeated Load Triaxial Tests (RLTTs). Five specimens were investigated by means of LA tests, five specimens were investigated by means of MDE tests and four specimens were investigated by means of RLTTs. The grading curve of the four specimens investigated with RLTTs corresponded to a typical one commonly adopted in Norway for road base layers (0-31.5 mm). Specimen 1 and specimen 2 had water content w=2%, specimen 3 and specimen 4 had water content w=7%. RLTTs were performed following the code “EN 13286-7 Cyclic load triaxial test for unbound mixtures” according to Multi-Stage Low Stress Level (MS LSL) testing procedure. The spreadsheets showing the RLTTs results report the dynamic stress and the triaxial stress exerted in the testing device and the axial strains and the radial strains measured by a total of six Linear Variable Differential Transformers (LVDTs). Other/Unknown Material Adventdalen Longyearbyen Svalbard Data Archiving and Networked Services (DANS): EASY (KNAW - Koninklijke Nederlandse Akademie van Wetenschappen) Adventdalen ENVELOPE(16.264,16.264,78.181,78.181) Bolterdalen ENVELOPE(15.945,15.945,78.146,78.146) Longyearbyen Norway Svalbard |
institution |
Open Polar |
collection |
Data Archiving and Networked Services (DANS): EASY (KNAW - Koninklijke Nederlandse Akademie van Wetenschappen) |
op_collection_id |
ftdans |
language |
unknown |
topic |
Interdisciplinary sciences |
spellingShingle |
Interdisciplinary sciences Barbieri, D (via Mendeley Data) Mechanical characterization of sedimentary rocks derived from Svalbard for possible use in local road constructions |
topic_facet |
Interdisciplinary sciences |
description |
The dataset deals with the mechanical characterization of sedimentary rocks collected along the banks of Longyear river in proximity of Longyearbyen (Svalbard) at the junction of Bolterdalen and Adventdalen valleys. Considering the use of the rocks as possible local construction materials for new road infrastructures, three types of laboratory tests were performed for mechanical characterization: Los Angeles (LA) tests, micro-Deval (MDE) tests and Repeated Load Triaxial Tests (RLTTs). Five specimens were investigated by means of LA tests, five specimens were investigated by means of MDE tests and four specimens were investigated by means of RLTTs. The grading curve of the four specimens investigated with RLTTs corresponded to a typical one commonly adopted in Norway for road base layers (0-31.5 mm). Specimen 1 and specimen 2 had water content w=2%, specimen 3 and specimen 4 had water content w=7%. RLTTs were performed following the code “EN 13286-7 Cyclic load triaxial test for unbound mixtures” according to Multi-Stage Low Stress Level (MS LSL) testing procedure. The spreadsheets showing the RLTTs results report the dynamic stress and the triaxial stress exerted in the testing device and the axial strains and the radial strains measured by a total of six Linear Variable Differential Transformers (LVDTs). |
author |
Barbieri, D (via Mendeley Data) |
author_facet |
Barbieri, D (via Mendeley Data) |
author_sort |
Barbieri, D (via Mendeley Data) |
title |
Mechanical characterization of sedimentary rocks derived from Svalbard for possible use in local road constructions |
title_short |
Mechanical characterization of sedimentary rocks derived from Svalbard for possible use in local road constructions |
title_full |
Mechanical characterization of sedimentary rocks derived from Svalbard for possible use in local road constructions |
title_fullStr |
Mechanical characterization of sedimentary rocks derived from Svalbard for possible use in local road constructions |
title_full_unstemmed |
Mechanical characterization of sedimentary rocks derived from Svalbard for possible use in local road constructions |
title_sort |
mechanical characterization of sedimentary rocks derived from svalbard for possible use in local road constructions |
publishDate |
2021 |
url |
http://nbn-resolving.org/urn:nbn:nl:ui:13-97-5k9t https://easy.dans.knaw.nl/ui/datasets/id/easy-dataset:198138 |
long_lat |
ENVELOPE(16.264,16.264,78.181,78.181) ENVELOPE(15.945,15.945,78.146,78.146) |
geographic |
Adventdalen Bolterdalen Longyearbyen Norway Svalbard |
geographic_facet |
Adventdalen Bolterdalen Longyearbyen Norway Svalbard |
genre |
Adventdalen Longyearbyen Svalbard |
genre_facet |
Adventdalen Longyearbyen Svalbard |
op_relation |
2 mtn347g3gp http://nbn-resolving.org/urn:nbn:nl:ui:13-97-5k9t doi:10.17632/mtn347g3gp.2 https://easy.dans.knaw.nl/ui/datasets/id/easy-dataset:198138 |
op_rights |
OPEN_ACCESS: The data are archived in Easy, they are accessible elsewhere through the DOI https://dans.knaw.nl/en/about/organisation-and-policy/legal-information/DANSLicence.pdf Diego Maria Barbieri |
op_doi |
https://doi.org/10.17632/mtn347g3gp.2 |
_version_ |
1770274415262564352 |