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
- Institución
- Universidad Nacional de Córdoba
- OAI Identificador
- oai:rdu.unc.edu.ar:11086/29381
Ver los metadatos del registro completo
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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:UNC2025-09-29T13:40:57Zoai: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:25722025-09-29 13:40:57.918Repositorio 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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1844618888437825536 |
score |
13.070432 |