Static and Seismic Performance of Buried Pipelines: A review

Today, buried pipes can be considered one of the main substantial infrastructures which has significant role with human life. Such projects serve purposes, including, drain lines, water mains, sewage lines, telephone and electrical conduits, highway and railway culverts, gas and liquid-petroleum lin...

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Autores principales:	Yousife Dhuha F., Aldefae Asad H., Zubaidi Salah L., Humaish Wissam H., Sinichenko Evgeny K.
Formato:	article
Lenguaje:	EN FR
Publicado:	EDP Sciences 2021
Materias:	buried pipes earthquake seismic loads liquefaction failure mode Environmental sciences GE1-350
Acceso en línea:	https://doaj.org/article/6acef9d441954adcb26ad25443ac83aa
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spelling	oai:doaj.org-article:6acef9d441954adcb26ad25443ac83aa2021-11-12T11:43:50ZStatic and Seismic Performance of Buried Pipelines: A review2267-124210.1051/e3sconf/202131801011https://doaj.org/article/6acef9d441954adcb26ad25443ac83aa2021-01-01T00:00:00Zhttps://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_01011.pdfhttps://doaj.org/toc/2267-1242Today, buried pipes can be considered one of the main substantial infrastructures which has significant role with human life. Such projects serve purposes, including, drain lines, water mains, sewage lines, telephone and electrical conduits, highway and railway culverts, gas and liquid-petroleum lines, coal slurry lines, subway tunnels and various other special functions. This paper focuses on reviewing, describing and understanding the static and dynamic behavior of underground pipes during earthquake events and at rest condition involving seismic vulnerability causes, failure modes of pipelines and loads subjected on pipes. A quick glance on the assisting factors that reduce the pipes breakage due to earthquakes is presented. Also, this paper reviews some previous studies about performance of underground pipes under seismic loads. It was concluded that the soil density has a significant impact on the displacements corresponding to the maximum force. For shallow pipes to obtain the minimum lateral displacement value, it is recommended to use soil density medium to dense state. It was observed also there is a relationship between the spacing of pipes and its displacement so; to obtain the minimum displacement the spacing between the pipes must be at least equal to the pipe diameter.Yousife Dhuha F.Aldefae Asad H.Zubaidi Salah L.Humaish Wissam H.Sinichenko Evgeny K.EDP Sciencesarticleburied pipesearthquakeseismic loadsliquefactionfailure modeEnvironmental sciencesGE1-350ENFRE3S Web of Conferences, Vol 318, p 01011 (2021)
institution	DOAJ
collection	DOAJ
language	EN FR
topic	buried pipes earthquake seismic loads liquefaction failure mode Environmental sciences GE1-350
spellingShingle	buried pipes earthquake seismic loads liquefaction failure mode Environmental sciences GE1-350 Yousife Dhuha F. Aldefae Asad H. Zubaidi Salah L. Humaish Wissam H. Sinichenko Evgeny K. Static and Seismic Performance of Buried Pipelines: A review
description	Today, buried pipes can be considered one of the main substantial infrastructures which has significant role with human life. Such projects serve purposes, including, drain lines, water mains, sewage lines, telephone and electrical conduits, highway and railway culverts, gas and liquid-petroleum lines, coal slurry lines, subway tunnels and various other special functions. This paper focuses on reviewing, describing and understanding the static and dynamic behavior of underground pipes during earthquake events and at rest condition involving seismic vulnerability causes, failure modes of pipelines and loads subjected on pipes. A quick glance on the assisting factors that reduce the pipes breakage due to earthquakes is presented. Also, this paper reviews some previous studies about performance of underground pipes under seismic loads. It was concluded that the soil density has a significant impact on the displacements corresponding to the maximum force. For shallow pipes to obtain the minimum lateral displacement value, it is recommended to use soil density medium to dense state. It was observed also there is a relationship between the spacing of pipes and its displacement so; to obtain the minimum displacement the spacing between the pipes must be at least equal to the pipe diameter.
format	article
author	Yousife Dhuha F. Aldefae Asad H. Zubaidi Salah L. Humaish Wissam H. Sinichenko Evgeny K.
author_facet	Yousife Dhuha F. Aldefae Asad H. Zubaidi Salah L. Humaish Wissam H. Sinichenko Evgeny K.
author_sort	Yousife Dhuha F.
title	Static and Seismic Performance of Buried Pipelines: A review
title_short	Static and Seismic Performance of Buried Pipelines: A review
title_full	Static and Seismic Performance of Buried Pipelines: A review
title_fullStr	Static and Seismic Performance of Buried Pipelines: A review
title_full_unstemmed	Static and Seismic Performance of Buried Pipelines: A review
title_sort	static and seismic performance of buried pipelines: a review
publisher	EDP Sciences
publishDate	2021
url	https://doaj.org/article/6acef9d441954adcb26ad25443ac83aa
work_keys_str_mv	AT yousifedhuhaf staticandseismicperformanceofburiedpipelinesareview AT aldefaeasadh staticandseismicperformanceofburiedpipelinesareview AT zubaidisalahl staticandseismicperformanceofburiedpipelinesareview AT humaishwissamh staticandseismicperformanceofburiedpipelinesareview AT sinichenkoevgenyk staticandseismicperformanceofburiedpipelinesareview
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Static and Seismic Performance of Buried Pipelines: A review

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