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<oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><identifier>I48-R184-123456789-37779</identifier><datestamp>2022-07-15T19:40:54Z</datestamp>
<dc:title>A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition</dc:title>
<dc:creator>Beneyto, Pablo Alejandro</dc:creator>
<dc:creator>Di Rado, Héctor Ariel</dc:creator>
<dc:creator>Mroginski, Javier Luis</dc:creator>
<dc:creator>Awruch, Armando Miguel</dc:creator>
<dc:subject>Non saturated soil consolidation</dc:subject>
<dc:subject>Saturation–suction relationship</dc:subject>
<dc:subject>Finite elements</dc:subject>
<dc:subject>Pollutant transport</dc:subject>
<dc:description>The main goal of the present paper is to present a mathematical framework for modelling&#13;
multi-phase non-saturated soil consolidation with pollutant transport based on stress&#13;
state configurations with special emphasis in its versatility. Non-linear saturation and&#13;
permeability dependence on suction for both water and pollutant transport is regarded.&#13;
Furthermore, through the introduction of a suction saturation surface instead of simple&#13;
suction saturation curves, the implementation of the saturation–suction coupling effect&#13;
is considerably simplified. The achieved differential equation system is discretized within&#13;
a Galerkin approach along with the finite element method implementation. A widespread&#13;
set of practical situations is encompassed by simply setting certain coefficients of the&#13;
discrete system of equation according to concrete problem conditions. When the model&#13;
is coped with certain selected fringe conditions, the approach adaptability feature came&#13;
up showing a robust performance.</dc:description>
<dc:date>2022-05-05T18:45:06Z</dc:date>
<dc:date>2022-05-05T18:45:06Z</dc:date>
<dc:date>2015</dc:date>
<dc:type>Artículo</dc:type>
<dc:identifier>Beneyto, Pablo Alejandro, et al., 2015. A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition. Applied Mathematical Modelling. Ámsterdam: Elsevier, vol. 39, p. 1-17. ISSN 0307-904X.</dc:identifier>
<dc:identifier>0307-904X</dc:identifier>
<dc:identifier>http://repositorio.unne.edu.ar/handle/123456789/37779</dc:identifier>
<dc:language>eng</dc:language>
<dc:rights>openAccess</dc:rights>
<dc:rights>http://creativecommons.org/licenses/by-nc-nd/2.5/ar/</dc:rights>
<dc:format>application/pdf</dc:format>
<dc:format>application/pdf</dc:format>
<dc:publisher>Elsevier</dc:publisher>
<dc:source>Applied Mathematical Modelling, 2015, vol. 39, p. 1-17.</dc:source>
</oai_dc:dc>

Datos convertidos

{
    "id": "I48-R184-123456789-37779",
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    "spelling": [
        "I48-R184-123456789-377792022-07-15T19:40:54Z A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition Beneyto, Pablo Alejandro Di Rado, H\u00e9ctor Ariel Mroginski, Javier Luis Awruch, Armando Miguel Non saturated soil consolidation Saturation\u2013suction relationship Finite elements Pollutant transport The main goal of the present paper is to present a mathematical framework for modelling multi-phase non-saturated soil consolidation with pollutant transport based on stress state configurations with special emphasis in its versatility. Non-linear saturation and permeability dependence on suction for both water and pollutant transport is regarded. Furthermore, through the introduction of a suction saturation surface instead of simple suction saturation curves, the implementation of the saturation\u2013suction coupling effect is considerably simplified. The achieved differential equation system is discretized within a Galerkin approach along with the finite element method implementation. A widespread set of practical situations is encompassed by simply setting certain coefficients of the discrete system of equation according to concrete problem conditions. When the model is coped with certain selected fringe conditions, the approach adaptability feature came up showing a robust performance. 2022-05-05T18:45:06Z 2022-05-05T18:45:06Z 2015 Art\u00edculo Beneyto, Pablo Alejandro, et al., 2015. A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition. Applied Mathematical Modelling. \u00c1msterdam: Elsevier, vol. 39, p. 1-17. ISSN 0307-904X. 0307-904X http:\/\/repositorio.unne.edu.ar\/handle\/123456789\/37779 eng openAccess http:\/\/creativecommons.org\/licenses\/by-nc-nd\/2.5\/ar\/ application\/pdf application\/pdf Elsevier Applied Mathematical Modelling, 2015, vol. 39, p. 1-17."
    ],
    "institution": [
        "Universidad Nacional del Nordeste"
    ],
    "institution_str": "I-48",
    "repository_str": "R-184",
    "collection": [
        "RIUNNE - Repositorio Institucional de la Universidad Nacional del Nordeste (UNNE)"
    ],
    "language": [
        "Ingl\u00e9s"
    ],
    "topic": [
        "Non saturated soil consolidation",
        "Saturation\u2013suction relationship",
        "Finite elements",
        "Pollutant transport"
    ],
    "spellingShingle": [
        "Non saturated soil consolidation",
        "Saturation\u2013suction relationship",
        "Finite elements",
        "Pollutant transport",
        "Beneyto, Pablo Alejandro",
        "Di Rado, H\u00e9ctor Ariel",
        "Mroginski, Javier Luis",
        "Awruch, Armando Miguel",
        "A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition"
    ],
    "topic_facet": [
        "Non saturated soil consolidation",
        "Saturation\u2013suction relationship",
        "Finite elements",
        "Pollutant transport"
    ],
    "description": "The main goal of the present paper is to present a mathematical framework for modelling\r\nmulti-phase non-saturated soil consolidation with pollutant transport based on stress\r\nstate configurations with special emphasis in its versatility. Non-linear saturation and\r\npermeability dependence on suction for both water and pollutant transport is regarded.\r\nFurthermore, through the introduction of a suction saturation surface instead of simple\r\nsuction saturation curves, the implementation of the saturation\u2013suction coupling effect\r\nis considerably simplified. The achieved differential equation system is discretized within\r\na Galerkin approach along with the finite element method implementation. A widespread\r\nset of practical situations is encompassed by simply setting certain coefficients of the\r\ndiscrete system of equation according to concrete problem conditions. When the model\r\nis coped with certain selected fringe conditions, the approach adaptability feature came\r\nup showing a robust performance.",
    "format": [
        "Art\u00edculo"
    ],
    "author": [
        "Beneyto, Pablo Alejandro",
        "Di Rado, H\u00e9ctor Ariel",
        "Mroginski, Javier Luis",
        "Awruch, Armando Miguel"
    ],
    "author_facet": [
        "Beneyto, Pablo Alejandro",
        "Di Rado, H\u00e9ctor Ariel",
        "Mroginski, Javier Luis",
        "Awruch, Armando Miguel"
    ],
    "author_sort": "Beneyto, Pablo Alejandro",
    "title": "A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition",
    "title_short": "A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition",
    "title_full": "A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition",
    "title_fullStr": "A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition",
    "title_full_unstemmed": "A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition",
    "title_sort": "versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition",
    "publisher": [
        "Elsevier"
    ],
    "publishDate": [
        "2022"
    ],
    "url": [
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    ],
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