Matches in SemOpenAlex for { <https://semopenalex.org/work/W2999511753> ?p ?o ?g. }
Showing items 1 to 67 of
67
with 100 items per page.
- W2999511753 abstract "Crushed rock aggregates are widely used for transport infrastructure construction in Norway. During winters 2009/10 and 2010/11, differential frost heave severely affected the Norwegian transport network. Currently there is no system in the Norwegian road design to calculate expected frost heave from sub-grade and crushed rock aggregates. The segregation potential (SP) can be used to estimate heaving according to climatic data with the SSR model. Consequently, the frost protection of roads and railways project was created in part to improve knowledge about the frost susceptibility sensibility of crushed rock aggregates. The goals of this paper are to a) introduce the Norwegian University of Science and Technology (NTNU) freezing cell apparatus and laboratory methodology, b) present soil characterization and SP results of 7 different rock types, and c) discuss SP relationship with fine fraction content and mineralogy. A 150 mm diameter by 200 mm high multi-ring frost heave apparatus was used to perform the tests. Samples were frozen from top and hydraulic pressure other than cryosuction was avoided. Temperatures, heaving rate and magnitude, and water mass were recorded for the 96 hours duration of each test. A wide variety of rocks, including granitic gneiss, gneiss, anortosite, granodiorite, slate, gabbro, gneiss, and porphyr, was chosen. Fine fraction <63, <20, and <2 μm varies from 12.5% to 25.6%, 7.1% to 14.8%, and 0.53% to 2.45% respectively. The SPs varied from 60 to 197 mm2/°C·d. SP results are in accordance with value range showed by Konrad (2005), Konrad and Lemieux (2005), and Nurmikolu (2005) for granitic aggregates. SPs for the other rock type are proposed to be used as reference values. The SP as a function of fine content <2 μm calculated from the <80 μm fraction showed a trend of R2=0.84 for this study." @default.
- W2999511753 created "2020-01-23" @default.
- W2999511753 creator A5040484368 @default.
- W2999511753 creator A5059745096 @default.
- W2999511753 creator A5067156747 @default.
- W2999511753 creator A5074382434 @default.
- W2999511753 date "2019-08-08" @default.
- W2999511753 modified "2023-10-17" @default.
- W2999511753 title "Frost Heave Laboratory Investigation on Crushed Rock Aggregates" @default.
- W2999511753 cites W2017587937 @default.
- W2999511753 cites W2082173369 @default.
- W2999511753 cites W2122226145 @default.
- W2999511753 cites W2124943472 @default.
- W2999511753 doi "https://doi.org/10.1061/9780784482599.010" @default.
- W2999511753 hasPublicationYear "2019" @default.
- W2999511753 type Work @default.
- W2999511753 sameAs 2999511753 @default.
- W2999511753 citedByCount "1" @default.
- W2999511753 countsByYear W29995117532023 @default.
- W2999511753 crossrefType "proceedings-article" @default.
- W2999511753 hasAuthorship W2999511753A5040484368 @default.
- W2999511753 hasAuthorship W2999511753A5059745096 @default.
- W2999511753 hasAuthorship W2999511753A5067156747 @default.
- W2999511753 hasAuthorship W2999511753A5074382434 @default.
- W2999511753 hasConcept C114793014 @default.
- W2999511753 hasConcept C127313418 @default.
- W2999511753 hasConcept C159390177 @default.
- W2999511753 hasConcept C159750122 @default.
- W2999511753 hasConcept C171701179 @default.
- W2999511753 hasConcept C17409809 @default.
- W2999511753 hasConcept C186295008 @default.
- W2999511753 hasConcept C187320778 @default.
- W2999511753 hasConcept C204665574 @default.
- W2999511753 hasConcept C26687426 @default.
- W2999511753 hasConcept C4988496 @default.
- W2999511753 hasConcept C56541541 @default.
- W2999511753 hasConcept C65653873 @default.
- W2999511753 hasConceptScore W2999511753C114793014 @default.
- W2999511753 hasConceptScore W2999511753C127313418 @default.
- W2999511753 hasConceptScore W2999511753C159390177 @default.
- W2999511753 hasConceptScore W2999511753C159750122 @default.
- W2999511753 hasConceptScore W2999511753C171701179 @default.
- W2999511753 hasConceptScore W2999511753C17409809 @default.
- W2999511753 hasConceptScore W2999511753C186295008 @default.
- W2999511753 hasConceptScore W2999511753C187320778 @default.
- W2999511753 hasConceptScore W2999511753C204665574 @default.
- W2999511753 hasConceptScore W2999511753C26687426 @default.
- W2999511753 hasConceptScore W2999511753C4988496 @default.
- W2999511753 hasConceptScore W2999511753C56541541 @default.
- W2999511753 hasConceptScore W2999511753C65653873 @default.
- W2999511753 hasLocation W29995117531 @default.
- W2999511753 hasOpenAccess W2999511753 @default.
- W2999511753 hasPrimaryLocation W29995117531 @default.
- W2999511753 hasRelatedWork W2009167838 @default.
- W2999511753 hasRelatedWork W2037336866 @default.
- W2999511753 hasRelatedWork W2374664585 @default.
- W2999511753 hasRelatedWork W2468524118 @default.
- W2999511753 hasRelatedWork W2948434841 @default.
- W2999511753 hasRelatedWork W3144223492 @default.
- W2999511753 hasRelatedWork W562345535 @default.
- W2999511753 hasRelatedWork W606895875 @default.
- W2999511753 hasRelatedWork W614200166 @default.
- W2999511753 hasRelatedWork W620432186 @default.
- W2999511753 isParatext "false" @default.
- W2999511753 isRetracted "false" @default.
- W2999511753 magId "2999511753" @default.
- W2999511753 workType "article" @default.