| DC Field | Value | Language |
|---|
| dc.contributor.author | Pereira, Reginaldo Sérgio | pt_BR |
| dc.contributor.author | Emmert, Fabiano | pt_BR |
| dc.contributor.author | Miguel, Eder Pereira | pt_BR |
| dc.contributor.author | Gatto, Alcides | pt_BR |
| dc.date.accessioned | 2019-01-02T13:56:48Z | - |
| dc.date.available | 2019-01-02T13:56:48Z | - |
| dc.date.issued | 2018 | pt_BR |
| dc.identifier.citation | PEREIRA, Reginaldo Sérgio et al. Soil Stabilization with Lime for the Construction of Forest Roads. Floresta e Ambiente, Seropédica, v. 25, n. 2, e20150077, 2018. DOI: http://dx.doi.org/10.1590/2179-8087.007715. Disponível em: http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2179-80872018000200111&lng=en&nrm=iso. Acesso em: 21 fev. 2019. Epub Feb 19, 2018. | pt_BR |
| dc.identifier.uri | http://repositorio.unb.br/handle/10482/33692 | - |
| dc.language.iso | en | pt_BR |
| dc.publisher | Instituto de Florestas da Universidade Federal Rural do Rio de Janeiro | pt_BR |
| dc.rights | Acesso Aberto | pt_BR |
| dc.title | Soil stabilization with lime for the construction of forest roads | pt_BR |
| dc.type | Artigo | pt_BR |
| dc.subject.keyword | Pavimentos flexíveis | pt_BR |
| dc.subject.keyword | Estradas florestais | pt_BR |
| dc.subject.keyword | Solos | pt_BR |
| dc.subject.keyword | Florestas - administração | pt_BR |
| dc.rights.license | (CC BY) Creative Commons License. All the contents of this journal, except where otherwise noted, is licensed under a Creative Commons Attribution License. | - |
| dc.identifier.doi | http://dx.doi.org/10.1590/2179-8087.007715 | pt_BR |
| dc.description.abstract1 | The mechanical performance of soil stabilization using lime to improve forest roads was assessed. This study was conducted with lateritic soil (LVAd30) using lime content of 2% in the municipality of Niquelândia, Goiás state, Brazil. Geotechnical tests of soil characterization, compaction, and mechanical strength were performed applying different compaction efforts and curing periods. The results showed that lime content significantly changed the mechanical performance of natural soil, increasing its mechanical strength and load-carrying capacity. Compaction effort and curing time provided different responses in the unconfined compressive strength (UCS) and California Bearing Ratio (CBR) tests. The best UCS value (786.59 kPa) for the soil-lime mixture was achieved with modified compaction effort and curing time of 28 days. In the CBR test, soil-lime mixtures compacted at intermediate and modified efforts and cured for 28 days were considered for application as subbase material of flexible road pavements, being a promising alternative for use in layers of forest roads. | - |
| Appears in Collections: | Artigos publicados em periódicos e afins
|
