Performance Assessment of Pile Embedded in Expansive Soil

An evaluation for the performance of model pile embedded in expansive soil was investigated. An extensive testing program was planned to achieve the purpose of this research. Therefore, special manufactured system was prepared for studying the behavior of model pile having different length to diame...

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Autores principales: Bushra S. Albusoda, Laith A. Al-Anbary
Formato: article
Lenguaje:EN
Publicado: Al-Khwarizmi College of Engineering – University of Baghdad 2016
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Acceso en línea:https://doaj.org/article/48590b2553d04bcb89e7d21c736e1996
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spelling oai:doaj.org-article:48590b2553d04bcb89e7d21c736e19962021-12-02T04:14:15ZPerformance Assessment of Pile Embedded in Expansive Soil1818-11712312-0789https://doaj.org/article/48590b2553d04bcb89e7d21c736e19962016-06-01T00:00:00Zhttp://alkej.uobaghdad.edu.iq/index.php/alkej/article/view/291https://doaj.org/toc/1818-1171https://doaj.org/toc/2312-0789 An evaluation for the performance of model pile embedded in expansive soil was investigated. An extensive testing program was planned to achieve the purpose of this research. Therefore, special manufactured system was prepared for studying the behavior of model pile having different length to diameter ratios (L/D). Two types of piles were used in this research, straight shaft and under reamed piles. The effect of model pile type, L/D ratio and number of wetting drying cycles were studied. It is observed that significant reductions in pile movement when under   reamed piles were considered. A proposed design charts was presented for straight shaft and under reamed piles to estimate the length of both types of piles that is required to exert minimized uplift pressure when the soil swells. Bushra S. AlbusodaLaith A. Al-AnbaryAl-Khwarizmi College of Engineering – University of BaghdadarticleExpansive soilpile modelreamed pileswetting drying cyclespile movementChemical engineeringTP155-156Engineering (General). Civil engineering (General)TA1-2040ENAl-Khawarizmi Engineering Journal, Vol 12, Iss 2 (2016)
institution DOAJ
collection DOAJ
language EN
topic Expansive soil
pile model
reamed piles
wetting drying cycles
pile movement
Chemical engineering
TP155-156
Engineering (General). Civil engineering (General)
TA1-2040
spellingShingle Expansive soil
pile model
reamed piles
wetting drying cycles
pile movement
Chemical engineering
TP155-156
Engineering (General). Civil engineering (General)
TA1-2040
Bushra S. Albusoda
Laith A. Al-Anbary
Performance Assessment of Pile Embedded in Expansive Soil
description An evaluation for the performance of model pile embedded in expansive soil was investigated. An extensive testing program was planned to achieve the purpose of this research. Therefore, special manufactured system was prepared for studying the behavior of model pile having different length to diameter ratios (L/D). Two types of piles were used in this research, straight shaft and under reamed piles. The effect of model pile type, L/D ratio and number of wetting drying cycles were studied. It is observed that significant reductions in pile movement when under   reamed piles were considered. A proposed design charts was presented for straight shaft and under reamed piles to estimate the length of both types of piles that is required to exert minimized uplift pressure when the soil swells.
format article
author Bushra S. Albusoda
Laith A. Al-Anbary
author_facet Bushra S. Albusoda
Laith A. Al-Anbary
author_sort Bushra S. Albusoda
title Performance Assessment of Pile Embedded in Expansive Soil
title_short Performance Assessment of Pile Embedded in Expansive Soil
title_full Performance Assessment of Pile Embedded in Expansive Soil
title_fullStr Performance Assessment of Pile Embedded in Expansive Soil
title_full_unstemmed Performance Assessment of Pile Embedded in Expansive Soil
title_sort performance assessment of pile embedded in expansive soil
publisher Al-Khwarizmi College of Engineering – University of Baghdad
publishDate 2016
url https://doaj.org/article/48590b2553d04bcb89e7d21c736e1996
work_keys_str_mv AT bushrasalbusoda performanceassessmentofpileembeddedinexpansivesoil
AT laithaalanbary performanceassessmentofpileembeddedinexpansivesoil
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