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DC Field | Value | Language |
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dc.contributor.author | Gomes, I. | pt_BR |
dc.contributor.author | Gonçalves, T. D. | pt_BR |
dc.contributor.author | Faria Rodrigues, P. | pt_BR |
dc.date.accessioned | 2013-08-29T16:25:49Z | pt_BR |
dc.date.accessioned | 2014-10-20T15:58:04Z | pt_BR |
dc.date.accessioned | 2017-04-13T08:41:42Z | - |
dc.date.available | 2013-08-29T16:25:49Z | pt_BR |
dc.date.available | 2014-10-20T15:58:04Z | pt_BR |
dc.date.available | 2017-04-13T08:41:42Z | - |
dc.date.issued | 2012-04 | pt_BR |
dc.identifier.citation | Gomes I, Diaz Gonçalves T, Faria P (online available April 2012) Unstabilised Rammed Earth: Characterization of Material Collected from Old Constructions in South Portugal and Comparison to Normative Requirements. International Journal of Architectural Heritage. DOI:10.1080/15583058.2012.683133M. | pt_BR |
dc.identifier.uri | https://repositorio.lnec.pt/jspui/handle/123456789/1005151 | - |
dc.description.abstract | Unstabilised rammed earth is a recyclable, economical and eco-friendly building material, used in the past and still applied today. Traditionally, its use was based on a long empirical knowledge of the local materials. Because this knowledge was mostly lost or is no longer sufficient, in many countries normative documents have been produced to allow the assessment of rammed earth soils. With the aim of contributing for a refining of these normative requirements, this article presents a research work that included: (i) collection of unstabilised rammed earth samples from six constructions in Portugal; (ii) a literature survey of normative and complementary documents to identify the most mentioned key-properties, the test procedures and the corresponding threshold limits; (iii) a discussion of the test procedures and of the thresholds limits in the light of the experimental results. The analyzed properties are the particle size distribution, maximum particle size, plasticity, compaction, linear shrinkage, organic content and salt content. The work highlights the advantages of taking into account the characteristics of existing constructions as a basis for the establishment and further refining of consistent threshold values. In particular, it shows that it is essential to adjust the requirements to the specificities of local materials. | pt_BR |
dc.description.sponsorship | This work was carried out at the National Laboratory for Civil Engineering (LNEC), in Lisbon. M. I. Gomes was supported by a doctoral grant from the Portuguese Foundation for Science and Technology (FCT). | pt_BR |
dc.language.iso | eng | pt_BR |
dc.publisher | Taylor and Francis | pt_BR |
dc.rights | openAccess | pt_BR |
dc.subject | Unstabilised rammed earth | pt_BR |
dc.subject | Earth construction | pt_BR |
dc.subject | Soil properties | pt_BR |
dc.subject | Requirements | pt_BR |
dc.subject | Normative documents | pt_BR |
dc.title | Unstabilised Rammed Earth: Characterization of Material Collected from Old Constructions in South Portugal and Comparison to Normative Requirements | pt_BR |
dc.type | article | pt_BR |
dc.description.figures | 7 | pt_BR |
dc.description.tables | 12 | pt_BR |
dc.description.pages | 25p | pt_BR |
dc.description.comments | We are grateful to many people from the Geotechnics and the Materials Departments of LNEC who collaborated in the experimental work. We would like to thank, in particular, José Costa, João Júnior and João Ribeiro. We are also thankful to the owners of all buildings that allowed the collection of material. To Raul Almeida and the architects Ines Fonseca and Florbela Vitorino who helped in the search of suitable buildings in Odemira, Avis and Arraiolos. | pt_BR |
dc.description.volume | DOI:10.1080/15583058.2012.683133M | pt_BR |
dc.description.sector | DM/NPC | pt_BR |
dc.description.magazine | International Journal of Architectural Heritage | pt_BR |
Appears in Collections: | DM/NMC - Comunicações a congressos e artigos de revista |
Files in This Item:
File | Description | Size | Format | |
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__www.tandfonline.com_doi_abs_10.1080_15583058.2012.683133.pdf | 85.63 kB | Adobe PDF | View/Open |
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