Pseudo-static pile load test: expirience on pre-bored and large diameter piles

Autores
Rinaldi, V. A.; Viguera, R.
Año de publicación
2013
Idioma
inglés
Tipo de recurso
documento de conferencia
Estado
versión publicada
Descripción
Fil: Rinaldi, V. A. Universidad Nacional de Córdoba; Argentina.
Fil: Viguera, R. CIM SRL consultants; Argentina.
Pseudostatic load test is usually employed as an alternative to the conventional static load test for piles. Recent developments showed that the well developed Statnamic tests can be substantially simplified by using a hanging weight falling over a cushion system that allows increasing the time length of the generated stress pulse. This work describes the design of the test method and a recently experience related to the application of the pseudostatic load test used to evaluate the bearing capacity of large diameter piles. The performed test showed that using moderate loads from 10 to 20 tons falling from 10 cm to 120 cm and cushions prepared at varied stiffness allowed to reach more than 800 tons of loading and the fully mobilization of the pile ultimate capacity. The main advantages of the proposed pseudostatic tests respect to the conventional Statnamic tests is the possibility to apply load increments by steps, the repeatability of each loading step and the simpler test setup required by the former.
Fil: Rinaldi, V. A. Universidad Nacional de Córdoba; Argentina.
Fil: Viguera, R. CIM SRL consultants; Argentina.
Ingeniería de la Construcción
Materia
Pile Testing
Dynamic Loading
ND Test
Pile Capacity
Nivel de accesibilidad
acceso abierto
Condiciones de uso
Repositorio
Repositorio Digital Universitario (UNC)
Institución
Universidad Nacional de Córdoba
OAI Identificador
oai:rdu.unc.edu.ar:11086/29381
Acceder
id RDUUNC_2a8f0605e99c2ca53cdcc7926f41a92c
oai_identifier_str oai:rdu.unc.edu.ar:11086/29381
network_acronym_str RDUUNC
repository_id_str 2572
network_name_str Repositorio Digital Universitario (UNC)
spelling Pseudo-static pile load test: expirience on pre-bored and large diameter pilesRinaldi, V. A.Viguera, R.Pile TestingDynamic LoadingND TestPile CapacityFil: Rinaldi, V. A. Universidad Nacional de Córdoba; Argentina.Fil: Viguera, R. CIM SRL consultants; Argentina.Pseudostatic load test is usually employed as an alternative to the conventional static load test for piles. Recent developments showed that the well developed Statnamic tests can be substantially simplified by using a hanging weight falling over a cushion system that allows increasing the time length of the generated stress pulse. This work describes the design of the test method and a recently experience related to the application of the pseudostatic load test used to evaluate the bearing capacity of large diameter piles. The performed test showed that using moderate loads from 10 to 20 tons falling from 10 cm to 120 cm and cushions prepared at varied stiffness allowed to reach more than 800 tons of loading and the fully mobilization of the pile ultimate capacity. The main advantages of the proposed pseudostatic tests respect to the conventional Statnamic tests is the possibility to apply load increments by steps, the repeatability of each loading step and the simpler test setup required by the former.Fil: Rinaldi, V. A. Universidad Nacional de Córdoba; Argentina.Fil: Viguera, R. CIM SRL consultants; Argentina.Ingeniería de la Construcción2013info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdfhttp://hdl.handle.net/11086/29381enginfo:eu-repo/semantics/openAccessreponame:Repositorio Digital Universitario (UNC)instname:Universidad Nacional de Córdobainstacron:UNC2025-10-16T09:28:03Zoai:rdu.unc.edu.ar:11086/29381Institucionalhttps://rdu.unc.edu.ar/Universidad públicaNo correspondehttp://rdu.unc.edu.ar/oai/snrdoca.unc@gmail.comArgentinaNo correspondeNo correspondeNo correspondeopendoar:25722025-10-16 09:28:03.848Repositorio Digital Universitario (UNC) - Universidad Nacional de Córdobafalse
dc.title.none.fl_str_mv Pseudo-static pile load test: expirience on pre-bored and large diameter piles
title Pseudo-static pile load test: expirience on pre-bored and large diameter piles
spellingShingle Pseudo-static pile load test: expirience on pre-bored and large diameter piles
Rinaldi, V. A.
Pile Testing
Dynamic Loading
ND Test
Pile Capacity
title_short Pseudo-static pile load test: expirience on pre-bored and large diameter piles
title_full Pseudo-static pile load test: expirience on pre-bored and large diameter piles
title_fullStr Pseudo-static pile load test: expirience on pre-bored and large diameter piles
title_full_unstemmed Pseudo-static pile load test: expirience on pre-bored and large diameter piles
title_sort Pseudo-static pile load test: expirience on pre-bored and large diameter piles
dc.creator.none.fl_str_mv Rinaldi, V. A.
Viguera, R.
author Rinaldi, V. A.
author_facet Rinaldi, V. A.
Viguera, R.
author_role author
author2 Viguera, R.
author2_role author
dc.subject.none.fl_str_mv Pile Testing
Dynamic Loading
ND Test
Pile Capacity
topic Pile Testing
Dynamic Loading
ND Test
Pile Capacity
dc.description.none.fl_txt_mv Fil: Rinaldi, V. A. Universidad Nacional de Córdoba; Argentina.
Fil: Viguera, R. CIM SRL consultants; Argentina.
Pseudostatic load test is usually employed as an alternative to the conventional static load test for piles. Recent developments showed that the well developed Statnamic tests can be substantially simplified by using a hanging weight falling over a cushion system that allows increasing the time length of the generated stress pulse. This work describes the design of the test method and a recently experience related to the application of the pseudostatic load test used to evaluate the bearing capacity of large diameter piles. The performed test showed that using moderate loads from 10 to 20 tons falling from 10 cm to 120 cm and cushions prepared at varied stiffness allowed to reach more than 800 tons of loading and the fully mobilization of the pile ultimate capacity. The main advantages of the proposed pseudostatic tests respect to the conventional Statnamic tests is the possibility to apply load increments by steps, the repeatability of each loading step and the simpler test setup required by the former.
Fil: Rinaldi, V. A. Universidad Nacional de Córdoba; Argentina.
Fil: Viguera, R. CIM SRL consultants; Argentina.
Ingeniería de la Construcción
description Fil: Rinaldi, V. A. Universidad Nacional de Córdoba; Argentina.
publishDate 2013
dc.date.none.fl_str_mv 2013
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/11086/29381
url http://hdl.handle.net/11086/29381
dc.language.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:Repositorio Digital Universitario (UNC)
instname:Universidad Nacional de Córdoba
instacron:UNC
reponame_str Repositorio Digital Universitario (UNC)
collection Repositorio Digital Universitario (UNC)
instname_str Universidad Nacional de Córdoba
instacron_str UNC
institution UNC
repository.name.fl_str_mv Repositorio Digital Universitario (UNC) - Universidad Nacional de Córdoba
repository.mail.fl_str_mv oca.unc@gmail.com
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score 12.712165

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