Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and prediction

Autores
Pinto, Federico; Zymnis, Despina M.; Whittle, Andrew J.
Año de publicación
2013
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
This paper considers the practical application of analytical solutions for estimating ground movements caused by shallow tunneling in soft ground using closed-form expressions presented in a companion paper based on linearly elastic and average-dilation models of soil behavior. The analytical solutions express two-dimensional distributions of ground deformations as functions of three parameters: the uniform convergence and relative ovalization of a circular tunnel cavity, and either the Poisson’s ratio or the average dilation angle for elastic and plastic behavior, respectively. This paper shows that the analytical predictions can achieve very good representations of the distribution of far field deformations through a series of case studies in clays and sands. In some cases, the input parameters can be interpreted from a simple calibration to three independent measurements of ground displacements comprising surface settlements above the tunnel centerline and at a reference offset, and the lateral displacement at the spring line elevation, recorded by an inclinometer at an offset of one tunnel diameter from the centerline. However, it is generally more reliable to use a least-squares fitting method to obtain the model input parameters, using all available extensometer and inclinometer data.
Fil: Pinto, Federico. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina
Fil: Zymnis, Despina M.. Massachusetts Institute of Technology; Estados Unidos
Fil: Whittle, Andrew J.. Massachusetts Institute of Technology; Estados Unidos
Materia
Tunnel
Movements
Analytical
Elasticity
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/23372
Acceder
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oai_identifier_str oai:ri.conicet.gov.ar:11336/23372
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and predictionPinto, FedericoZymnis, Despina M.Whittle, Andrew J.TunnelMovementsAnalyticalElasticityThis paper considers the practical application of analytical solutions for estimating ground movements caused by shallow tunneling in soft ground using closed-form expressions presented in a companion paper based on linearly elastic and average-dilation models of soil behavior. The analytical solutions express two-dimensional distributions of ground deformations as functions of three parameters: the uniform convergence and relative ovalization of a circular tunnel cavity, and either the Poisson’s ratio or the average dilation angle for elastic and plastic behavior, respectively. This paper shows that the analytical predictions can achieve very good representations of the distribution of far field deformations through a series of case studies in clays and sands. In some cases, the input parameters can be interpreted from a simple calibration to three independent measurements of ground displacements comprising surface settlements above the tunnel centerline and at a reference offset, and the lateral displacement at the spring line elevation, recorded by an inclinometer at an offset of one tunnel diameter from the centerline. However, it is generally more reliable to use a least-squares fitting method to obtain the model input parameters, using all available extensometer and inclinometer data.Fil: Pinto, Federico. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; ArgentinaFil: Zymnis, Despina M.. Massachusetts Institute of Technology; Estados UnidosFil: Whittle, Andrew J.. Massachusetts Institute of Technology; Estados UnidosASCE-Amer Soc Civil Engineers2013-04info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/23372Pinto, Federico; Zymnis, Despina M.; Whittle, Andrew J.; Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and prediction; ASCE-Amer Soc Civil Engineers; Journal Of Geotechnical And Geoenvironmental Engineering; 140; 4; 4-2013; 1-111090-0241CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1061/(ASCE)GT.1943-5606.0000947info:eu-repo/semantics/altIdentifier/url/http://ascelibrary.org/doi/10.1061/%28ASCE%29GT.1943-5606.0000947info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T10:31:00Zoai:ri.conicet.gov.ar:11336/23372instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-09-29 10:31:00.814CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and prediction
title Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and prediction
spellingShingle Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and prediction
Pinto, Federico
Tunnel
Movements
Analytical
Elasticity
title_short Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and prediction
title_full Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and prediction
title_fullStr Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and prediction
title_full_unstemmed Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and prediction
title_sort Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and prediction
dc.creator.none.fl_str_mv Pinto, Federico
Zymnis, Despina M.
Whittle, Andrew J.
author Pinto, Federico
author_facet Pinto, Federico
Zymnis, Despina M.
Whittle, Andrew J.
author_role author
author2 Zymnis, Despina M.
Whittle, Andrew J.
author2_role author
author
dc.subject.none.fl_str_mv Tunnel
Movements
Analytical
Elasticity
topic Tunnel
Movements
Analytical
Elasticity
dc.description.none.fl_txt_mv This paper considers the practical application of analytical solutions for estimating ground movements caused by shallow tunneling in soft ground using closed-form expressions presented in a companion paper based on linearly elastic and average-dilation models of soil behavior. The analytical solutions express two-dimensional distributions of ground deformations as functions of three parameters: the uniform convergence and relative ovalization of a circular tunnel cavity, and either the Poisson’s ratio or the average dilation angle for elastic and plastic behavior, respectively. This paper shows that the analytical predictions can achieve very good representations of the distribution of far field deformations through a series of case studies in clays and sands. In some cases, the input parameters can be interpreted from a simple calibration to three independent measurements of ground displacements comprising surface settlements above the tunnel centerline and at a reference offset, and the lateral displacement at the spring line elevation, recorded by an inclinometer at an offset of one tunnel diameter from the centerline. However, it is generally more reliable to use a least-squares fitting method to obtain the model input parameters, using all available extensometer and inclinometer data.
Fil: Pinto, Federico. Universidad Nacional de Córdoba. Facultad de Ciencias Exactas, Físicas y Naturales; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina
Fil: Zymnis, Despina M.. Massachusetts Institute of Technology; Estados Unidos
Fil: Whittle, Andrew J.. Massachusetts Institute of Technology; Estados Unidos
description This paper considers the practical application of analytical solutions for estimating ground movements caused by shallow tunneling in soft ground using closed-form expressions presented in a companion paper based on linearly elastic and average-dilation models of soil behavior. The analytical solutions express two-dimensional distributions of ground deformations as functions of three parameters: the uniform convergence and relative ovalization of a circular tunnel cavity, and either the Poisson’s ratio or the average dilation angle for elastic and plastic behavior, respectively. This paper shows that the analytical predictions can achieve very good representations of the distribution of far field deformations through a series of case studies in clays and sands. In some cases, the input parameters can be interpreted from a simple calibration to three independent measurements of ground displacements comprising surface settlements above the tunnel centerline and at a reference offset, and the lateral displacement at the spring line elevation, recorded by an inclinometer at an offset of one tunnel diameter from the centerline. However, it is generally more reliable to use a least-squares fitting method to obtain the model input parameters, using all available extensometer and inclinometer data.
publishDate 2013
dc.date.none.fl_str_mv 2013-04
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/23372
Pinto, Federico; Zymnis, Despina M.; Whittle, Andrew J.; Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and prediction; ASCE-Amer Soc Civil Engineers; Journal Of Geotechnical And Geoenvironmental Engineering; 140; 4; 4-2013; 1-11
1090-0241
CONICET Digital
CONICET
url http://hdl.handle.net/11336/23372
identifier_str_mv Pinto, Federico; Zymnis, Despina M.; Whittle, Andrew J.; Ground Movements due to Shallow Tunnels in Soft Ground. II: analytical interpretation and prediction; ASCE-Amer Soc Civil Engineers; Journal Of Geotechnical And Geoenvironmental Engineering; 140; 4; 4-2013; 1-11
1090-0241
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.1061/(ASCE)GT.1943-5606.0000947
info:eu-repo/semantics/altIdentifier/url/http://ascelibrary.org/doi/10.1061/%28ASCE%29GT.1943-5606.0000947
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
application/pdf
dc.publisher.none.fl_str_mv ASCE-Amer Soc Civil Engineers
publisher.none.fl_str_mv ASCE-Amer Soc Civil Engineers
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
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score 13.070432

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