Analysis of the contractive tendency of an instrumented field deposit
This paper implements an identification technique to characterize the pore pressure behavior of a fully instrumented wildlife site located in the Imperial Valley of Southern California. A 12-year seismic history of the site was analyzed. The technique estimates shear stresses and strains based on ac...
- Autores:
-
Sepúlveda, Alejandro
Mercado, Vicente
El-Sekelly, Waleed
- Tipo de recurso:
- http://purl.org/coar/resource_type/c_816b
- Fecha de publicación:
- 2020
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/7970
- Acceso en línea:
- https://hdl.handle.net/11323/7970
https://repositorio.cuc.edu.co/
- Palabra clave:
- Field deposit
Imperial Valley
Southern California
- Rights
- openAccess
- License
- CC0 1.0 Universal
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| dc.title.spa.fl_str_mv |
Analysis of the contractive tendency of an instrumented field deposit |
| title |
Analysis of the contractive tendency of an instrumented field deposit |
| spellingShingle |
Analysis of the contractive tendency of an instrumented field deposit Field deposit Imperial Valley Southern California |
| title_short |
Analysis of the contractive tendency of an instrumented field deposit |
| title_full |
Analysis of the contractive tendency of an instrumented field deposit |
| title_fullStr |
Analysis of the contractive tendency of an instrumented field deposit |
| title_full_unstemmed |
Analysis of the contractive tendency of an instrumented field deposit |
| title_sort |
Analysis of the contractive tendency of an instrumented field deposit |
| dc.creator.fl_str_mv |
Sepúlveda, Alejandro Mercado, Vicente El-Sekelly, Waleed |
| dc.contributor.author.spa.fl_str_mv |
Sepúlveda, Alejandro Mercado, Vicente El-Sekelly, Waleed |
| dc.subject.spa.fl_str_mv |
Field deposit Imperial Valley Southern California |
| topic |
Field deposit Imperial Valley Southern California |
| description |
This paper implements an identification technique to characterize the pore pressure behavior of a fully instrumented wildlife site located in the Imperial Valley of Southern California. A 12-year seismic history of the site was analyzed. The technique estimates shear stresses and strains based on acceleration and pore pressure recorded using a vertical array of sensors in the deposit. A constitutive model was implemented to identify optimal material parameters controlling the contractive behavior of the soil based on the recorded response of all seismic events. The relationship between the maximum acceleration and pore pressure ratio was analyzed, as well as the relationship between the maximum acceleration and a parameter controlling the contraction of the soil. It was found that the seismic history of the deposits affects the contractive tendency of the material, which significantly influences the pore pressure response of the deposit. |
| publishDate |
2020 |
| dc.date.issued.none.fl_str_mv |
2020 |
| dc.date.accessioned.none.fl_str_mv |
2021-03-09T21:51:47Z |
| dc.date.available.none.fl_str_mv |
2021-03-09T21:51:47Z |
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Pre-Publicación |
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http://purl.org/coar/resource_type/c_816b |
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Text |
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info:eu-repo/semantics/preprint |
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http://purl.org/redcol/resource_type/ARTOTR |
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info:eu-repo/semantics/acceptedVersion |
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http://purl.org/coar/resource_type/c_816b |
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acceptedVersion |
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https://hdl.handle.net/11323/7970 |
| dc.identifier.doi.spa.fl_str_mv |
DOI: 10.1061/9780784482810.026 |
| dc.identifier.instname.spa.fl_str_mv |
Corporación Universidad de la Costa |
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REDICUC - Repositorio CUC |
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https://repositorio.cuc.edu.co/ |
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https://hdl.handle.net/11323/7970 https://repositorio.cuc.edu.co/ |
| identifier_str_mv |
DOI: 10.1061/9780784482810.026 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
| dc.language.iso.none.fl_str_mv |
eng |
| language |
eng |
| dc.rights.spa.fl_str_mv |
CC0 1.0 Universal |
| dc.rights.uri.spa.fl_str_mv |
http://creativecommons.org/publicdomain/zero/1.0/ |
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info:eu-repo/semantics/openAccess |
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CC0 1.0 Universal http://creativecommons.org/publicdomain/zero/1.0/ http://purl.org/coar/access_right/c_abf2 |
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openAccess |
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Corporación Universidad de la Costa |
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Geo-Congress 2020 |
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Corporación Universidad de la Costa |
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Sepúlveda, Alejandro0e5de46f881d50e748bb07c0d454eeef300Mercado, Vicente1280e4bd49c02c6bba56e89b2b0458fb300El-Sekelly, Waleed5f638dbca319b47213233739c8552cea3002021-03-09T21:51:47Z2021-03-09T21:51:47Z2020https://hdl.handle.net/11323/7970DOI: 10.1061/9780784482810.026Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/This paper implements an identification technique to characterize the pore pressure behavior of a fully instrumented wildlife site located in the Imperial Valley of Southern California. A 12-year seismic history of the site was analyzed. The technique estimates shear stresses and strains based on acceleration and pore pressure recorded using a vertical array of sensors in the deposit. A constitutive model was implemented to identify optimal material parameters controlling the contractive behavior of the soil based on the recorded response of all seismic events. The relationship between the maximum acceleration and pore pressure ratio was analyzed, as well as the relationship between the maximum acceleration and a parameter controlling the contraction of the soil. It was found that the seismic history of the deposits affects the contractive tendency of the material, which significantly influences the pore pressure response of the deposit.application/pdfengCorporación Universidad de la CostaCC0 1.0 Universalhttp://creativecommons.org/publicdomain/zero/1.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Geo-Congress 2020https://ascelibrary.org/doi/10.1061/9780784482810.026Field depositImperial ValleySouthern CaliforniaAnalysis of the contractive tendency of an instrumented field depositPre-Publicaciónhttp://purl.org/coar/resource_type/c_816bTextinfo:eu-repo/semantics/preprinthttp://purl.org/redcol/resource_type/ARTOTRinfo:eu-repo/semantics/acceptedVersionORIGINALAnalysis of the Contractive Tendency of an Instrumented Field Deposit.pdfAnalysis of the Contractive Tendency of an Instrumented Field 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