Cana de açúcar: Indicadores de fertilidade física e vulnerabilidade do solo em Tucumán, Argentina
- Autores
- Tesouro, Mario Omar; Roba, Marcos Andrés; Romito, Angel; Neiman, Otto Erik; Fernandez Ullivarri, Enrique; Donato, Lidia Beatriz
- Año de publicación
- 2017
- Idioma
- inglés
- Tipo de recurso
- documento de conferencia
- Estado
- versión publicada
- Descripción
- In a sugarcane experimental site (Famaillá, Tucumán, Argentina) there were determined the load-strain ratio, the pre-compression stresses and the compression indexes of unaltered soil samples. Test procedure was based on the methodology described in ASTM D 2435 03. Soil samples were soaked for 48 hours in order to reach the saturation state before being subjected to vertical pressures from 6 to 1478 kPa. The time of application was the necessary one to allow the drainage of excess water from the soil sample. Deformation of the soil sample was plotted as a function of the logarithm of the time. Voids ratio were established as a function of the logarithm of the pressure and, from this function, the mentioned parameters were calculated. Results obtained from the consolidation tests seem to show the effect of the history of loads exerted on the soil. There is a high gradient of reduction of void ratio, which tends to compromise the future physical integrity of the soil.
Instituto de Ingeniería Rural
Fil: Tesouro, Mario Omar. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; Argentina
Fil: Roba, Marcos Andrés. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; Argentina
Fil: Romito, Angel. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; Argentina
Fil: Neiman, Otto Erik. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; Argentina
Fil: Fernandez Ullivarri, Enrique. Instituto Nacional de Tecnología Agropecuaria (INTA). Estación Experimental Agropecuaria Famaillá; Argentina
Fil: Donato, Lidia Beatriz. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; Argentina - Fuente
- 46o. Congresso Brasileiro de Engenharia Agrícola, Maceió, Brasil, 30 de julio al 3 de agosto de 2017
- Materia
-
Caña de Azúcar
Compactación del Suelo
Fertilidad del Suelo
Análisis del Suelo
Degradación del Suelo
Sugarcane
Soil Compaction
Soil Fertility
Soil Analysis
Soil Degradation
Famaillá, Tucumán - Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- http://creativecommons.org/licenses/by-nc-sa/4.0/
- Repositorio
- Institución
- Instituto Nacional de Tecnología Agropecuaria
- OAI Identificador
- oai:localhost:20.500.12123/9428
Ver los metadatos del registro completo
id |
INTADig_1d6187a989476db6f5e9acf31bdf9e0c |
---|---|
oai_identifier_str |
oai:localhost:20.500.12123/9428 |
network_acronym_str |
INTADig |
repository_id_str |
l |
network_name_str |
INTA Digital (INTA) |
spelling |
Cana de açúcar: Indicadores de fertilidade física e vulnerabilidade do solo em Tucumán, ArgentinaTesouro, Mario OmarRoba, Marcos AndrésRomito, AngelNeiman, Otto ErikFernandez Ullivarri, EnriqueDonato, Lidia BeatrizCaña de AzúcarCompactación del SueloFertilidad del SueloAnálisis del SueloDegradación del SueloSugarcaneSoil CompactionSoil FertilitySoil AnalysisSoil DegradationFamaillá, TucumánIn a sugarcane experimental site (Famaillá, Tucumán, Argentina) there were determined the load-strain ratio, the pre-compression stresses and the compression indexes of unaltered soil samples. Test procedure was based on the methodology described in ASTM D 2435 03. Soil samples were soaked for 48 hours in order to reach the saturation state before being subjected to vertical pressures from 6 to 1478 kPa. The time of application was the necessary one to allow the drainage of excess water from the soil sample. Deformation of the soil sample was plotted as a function of the logarithm of the time. Voids ratio were established as a function of the logarithm of the pressure and, from this function, the mentioned parameters were calculated. Results obtained from the consolidation tests seem to show the effect of the history of loads exerted on the soil. There is a high gradient of reduction of void ratio, which tends to compromise the future physical integrity of the soil.Instituto de Ingeniería RuralFil: Tesouro, Mario Omar. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; ArgentinaFil: Roba, Marcos Andrés. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; ArgentinaFil: Romito, Angel. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; ArgentinaFil: Neiman, Otto Erik. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; ArgentinaFil: Fernandez Ullivarri, Enrique. Instituto Nacional de Tecnología Agropecuaria (INTA). Estación Experimental Agropecuaria Famaillá; ArgentinaFil: Donato, Lidia Beatriz. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; ArgentinaSBEA2021-05-26T15:55:49Z2021-05-26T15:55:49Z2017-07info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdfhttp://hdl.handle.net/20.500.12123/9428https://conbea.org.br/anais/publicacoes/conbea-2017/anais-2017/eas-engenharia-de-agua-e-solo-6/573-cana-de-acucar-indicadores-de-fertilidade-fisica-e-vulnerabilidade-do-solo-em-tucuman-argentina/file46o. Congresso Brasileiro de Engenharia Agrícola, Maceió, Brasil, 30 de julio al 3 de agosto de 2017reponame:INTA Digital (INTA)instname:Instituto Nacional de Tecnología Agropecuariaenginfo:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-sa/4.0/Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)2025-09-04T09:48:55Zoai:localhost:20.500.12123/9428instacron:INTAInstitucionalhttp://repositorio.inta.gob.ar/Organismo científico-tecnológicoNo correspondehttp://repositorio.inta.gob.ar/oai/requesttripaldi.nicolas@inta.gob.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:l2025-09-04 09:48:55.618INTA Digital (INTA) - Instituto Nacional de Tecnología Agropecuariafalse |
dc.title.none.fl_str_mv |
Cana de açúcar: Indicadores de fertilidade física e vulnerabilidade do solo em Tucumán, Argentina |
title |
Cana de açúcar: Indicadores de fertilidade física e vulnerabilidade do solo em Tucumán, Argentina |
spellingShingle |
Cana de açúcar: Indicadores de fertilidade física e vulnerabilidade do solo em Tucumán, Argentina Tesouro, Mario Omar Caña de Azúcar Compactación del Suelo Fertilidad del Suelo Análisis del Suelo Degradación del Suelo Sugarcane Soil Compaction Soil Fertility Soil Analysis Soil Degradation Famaillá, Tucumán |
title_short |
Cana de açúcar: Indicadores de fertilidade física e vulnerabilidade do solo em Tucumán, Argentina |
title_full |
Cana de açúcar: Indicadores de fertilidade física e vulnerabilidade do solo em Tucumán, Argentina |
title_fullStr |
Cana de açúcar: Indicadores de fertilidade física e vulnerabilidade do solo em Tucumán, Argentina |
title_full_unstemmed |
Cana de açúcar: Indicadores de fertilidade física e vulnerabilidade do solo em Tucumán, Argentina |
title_sort |
Cana de açúcar: Indicadores de fertilidade física e vulnerabilidade do solo em Tucumán, Argentina |
dc.creator.none.fl_str_mv |
Tesouro, Mario Omar Roba, Marcos Andrés Romito, Angel Neiman, Otto Erik Fernandez Ullivarri, Enrique Donato, Lidia Beatriz |
author |
Tesouro, Mario Omar |
author_facet |
Tesouro, Mario Omar Roba, Marcos Andrés Romito, Angel Neiman, Otto Erik Fernandez Ullivarri, Enrique Donato, Lidia Beatriz |
author_role |
author |
author2 |
Roba, Marcos Andrés Romito, Angel Neiman, Otto Erik Fernandez Ullivarri, Enrique Donato, Lidia Beatriz |
author2_role |
author author author author author |
dc.subject.none.fl_str_mv |
Caña de Azúcar Compactación del Suelo Fertilidad del Suelo Análisis del Suelo Degradación del Suelo Sugarcane Soil Compaction Soil Fertility Soil Analysis Soil Degradation Famaillá, Tucumán |
topic |
Caña de Azúcar Compactación del Suelo Fertilidad del Suelo Análisis del Suelo Degradación del Suelo Sugarcane Soil Compaction Soil Fertility Soil Analysis Soil Degradation Famaillá, Tucumán |
dc.description.none.fl_txt_mv |
In a sugarcane experimental site (Famaillá, Tucumán, Argentina) there were determined the load-strain ratio, the pre-compression stresses and the compression indexes of unaltered soil samples. Test procedure was based on the methodology described in ASTM D 2435 03. Soil samples were soaked for 48 hours in order to reach the saturation state before being subjected to vertical pressures from 6 to 1478 kPa. The time of application was the necessary one to allow the drainage of excess water from the soil sample. Deformation of the soil sample was plotted as a function of the logarithm of the time. Voids ratio were established as a function of the logarithm of the pressure and, from this function, the mentioned parameters were calculated. Results obtained from the consolidation tests seem to show the effect of the history of loads exerted on the soil. There is a high gradient of reduction of void ratio, which tends to compromise the future physical integrity of the soil. Instituto de Ingeniería Rural Fil: Tesouro, Mario Omar. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; Argentina Fil: Roba, Marcos Andrés. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; Argentina Fil: Romito, Angel. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; Argentina Fil: Neiman, Otto Erik. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; Argentina Fil: Fernandez Ullivarri, Enrique. Instituto Nacional de Tecnología Agropecuaria (INTA). Estación Experimental Agropecuaria Famaillá; Argentina Fil: Donato, Lidia Beatriz. Instituto Nacional de Tecnología Agropecuaria (INTA). Instituto de Ingeniería Rural; Argentina |
description |
In a sugarcane experimental site (Famaillá, Tucumán, Argentina) there were determined the load-strain ratio, the pre-compression stresses and the compression indexes of unaltered soil samples. Test procedure was based on the methodology described in ASTM D 2435 03. Soil samples were soaked for 48 hours in order to reach the saturation state before being subjected to vertical pressures from 6 to 1478 kPa. The time of application was the necessary one to allow the drainage of excess water from the soil sample. Deformation of the soil sample was plotted as a function of the logarithm of the time. Voids ratio were established as a function of the logarithm of the pressure and, from this function, the mentioned parameters were calculated. Results obtained from the consolidation tests seem to show the effect of the history of loads exerted on the soil. There is a high gradient of reduction of void ratio, which tends to compromise the future physical integrity of the soil. |
publishDate |
2017 |
dc.date.none.fl_str_mv |
2017-07 2021-05-26T15:55:49Z 2021-05-26T15:55:49Z |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/conferenceObject info:eu-repo/semantics/publishedVersion http://purl.org/coar/resource_type/c_5794 info:ar-repo/semantics/documentoDeConferencia |
format |
conferenceObject |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
http://hdl.handle.net/20.500.12123/9428 https://conbea.org.br/anais/publicacoes/conbea-2017/anais-2017/eas-engenharia-de-agua-e-solo-6/573-cana-de-acucar-indicadores-de-fertilidade-fisica-e-vulnerabilidade-do-solo-em-tucuman-argentina/file |
url |
http://hdl.handle.net/20.500.12123/9428 https://conbea.org.br/anais/publicacoes/conbea-2017/anais-2017/eas-engenharia-de-agua-e-solo-6/573-cana-de-acucar-indicadores-de-fertilidade-fisica-e-vulnerabilidade-do-solo-em-tucuman-argentina/file |
dc.language.none.fl_str_mv |
eng |
language |
eng |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess http://creativecommons.org/licenses/by-nc-sa/4.0/ Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0) |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
http://creativecommons.org/licenses/by-nc-sa/4.0/ Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0) |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
SBEA |
publisher.none.fl_str_mv |
SBEA |
dc.source.none.fl_str_mv |
46o. Congresso Brasileiro de Engenharia Agrícola, Maceió, Brasil, 30 de julio al 3 de agosto de 2017 reponame:INTA Digital (INTA) instname:Instituto Nacional de Tecnología Agropecuaria |
reponame_str |
INTA Digital (INTA) |
collection |
INTA Digital (INTA) |
instname_str |
Instituto Nacional de Tecnología Agropecuaria |
repository.name.fl_str_mv |
INTA Digital (INTA) - Instituto Nacional de Tecnología Agropecuaria |
repository.mail.fl_str_mv |
tripaldi.nicolas@inta.gob.ar |
_version_ |
1842341387558715392 |
score |
12.623145 |