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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Al-Khwarizmi College of Engineering – University of Baghdad
2016
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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) |
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DOAJ |
language |
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topic |
Expansive soil pile model reamed piles wetting drying cycles pile movement Chemical engineering TP155-156 Engineering (General). Civil engineering (General) TA1-2040 |
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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 |
_version_ |
1718401364887863296 |