Zoning of Soil Resistance Parameters Using Geographic Information System (GIS) (Case Study of Bandar Abbas city)

Today, geotechnical studies are an integral part of any development project, and having sufficient information about the depths of soil without conducting soil mechanics studies is not possible. The proper design of the structures requires the application of appropriate amounts of soil capacity, thi...

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Autores principales:	Adel Asakereh, masoud mosaffa
Formato:	article
Lenguaje:	FA
Publicado:	Iranian Society of Structrual Engineering (ISSE) 2020
Materias:	geotechnical zoning soil mechanics parameters bandar abbas city geographic information system liquefaction confidence coefficient Bridge engineering TG1-470 Building construction TH1-9745
Acceso en línea:	https://doaj.org/article/0cf8861a7e58413d9fc1d0ef0d876cca
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spelling	oai:doaj.org-article:0cf8861a7e58413d9fc1d0ef0d876cca2021-11-08T15:53:54ZZoning of Soil Resistance Parameters Using Geographic Information System (GIS) (Case Study of Bandar Abbas city)2476-39772538-261610.22065/jsce.2018.143094.1620https://doaj.org/article/0cf8861a7e58413d9fc1d0ef0d876cca2020-07-01T00:00:00Zhttps://www.jsce.ir/article_79394_7b582dc0a7671cf66d9871a2d93394bb.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616Today, geotechnical studies are an integral part of any development project, and having sufficient information about the depths of soil without conducting soil mechanics studies is not possible. The proper design of the structures requires the application of appropriate amounts of soil capacity, this is not possible with the geotechnical information obtained from the drilled boreholes. Therefore, in this research, geotechnical parameters have been collected in Bandar Abbas by collecting geotechnical data from 241 drilled boreholes to a depth of 15 meters. Using geological information system software (ArcGis), geotechnical parameters are zoned. This zoning provides a very good approximation of the geotechnical parameters of the soil to the engineers, which can be used in the design of the pion. The results obtained in this study show that more than 85% of the study area has coarse-grained soil layers with a moderate and dense density of sandy sand, which, by increasing the depth, especially from 10 meters below, to the density of soils They are added in the group of dense soil soils. On the other hand, the general soil layers are 6 m below and saturated with a maximum natural moisture content of 30%. Regarding the dominant soil of the region and the need to consider the geotechnical hazards in the design of the plies, zoning maps of the coefficient of reliability versus liquefaction are also provided.Adel Asakerehmasoud mosaffaIranian Society of Structrual Engineering (ISSE)articlegeotechnical zoningsoil mechanics parametersbandar abbas citygeographic information systemliquefaction confidence coefficientBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 7, Iss شماره ویژه 2 (2020)
institution	DOAJ
collection	DOAJ
language	FA
topic	geotechnical zoning soil mechanics parameters bandar abbas city geographic information system liquefaction confidence coefficient Bridge engineering TG1-470 Building construction TH1-9745
spellingShingle	geotechnical zoning soil mechanics parameters bandar abbas city geographic information system liquefaction confidence coefficient Bridge engineering TG1-470 Building construction TH1-9745 Adel Asakereh masoud mosaffa Zoning of Soil Resistance Parameters Using Geographic Information System (GIS) (Case Study of Bandar Abbas city)
description	Today, geotechnical studies are an integral part of any development project, and having sufficient information about the depths of soil without conducting soil mechanics studies is not possible. The proper design of the structures requires the application of appropriate amounts of soil capacity, this is not possible with the geotechnical information obtained from the drilled boreholes. Therefore, in this research, geotechnical parameters have been collected in Bandar Abbas by collecting geotechnical data from 241 drilled boreholes to a depth of 15 meters. Using geological information system software (ArcGis), geotechnical parameters are zoned. This zoning provides a very good approximation of the geotechnical parameters of the soil to the engineers, which can be used in the design of the pion. The results obtained in this study show that more than 85% of the study area has coarse-grained soil layers with a moderate and dense density of sandy sand, which, by increasing the depth, especially from 10 meters below, to the density of soils They are added in the group of dense soil soils. On the other hand, the general soil layers are 6 m below and saturated with a maximum natural moisture content of 30%. Regarding the dominant soil of the region and the need to consider the geotechnical hazards in the design of the plies, zoning maps of the coefficient of reliability versus liquefaction are also provided.
format	article
author	Adel Asakereh masoud mosaffa
author_facet	Adel Asakereh masoud mosaffa
author_sort	Adel Asakereh
title	Zoning of Soil Resistance Parameters Using Geographic Information System (GIS) (Case Study of Bandar Abbas city)
title_short	Zoning of Soil Resistance Parameters Using Geographic Information System (GIS) (Case Study of Bandar Abbas city)
title_full	Zoning of Soil Resistance Parameters Using Geographic Information System (GIS) (Case Study of Bandar Abbas city)
title_fullStr	Zoning of Soil Resistance Parameters Using Geographic Information System (GIS) (Case Study of Bandar Abbas city)
title_full_unstemmed	Zoning of Soil Resistance Parameters Using Geographic Information System (GIS) (Case Study of Bandar Abbas city)
title_sort	zoning of soil resistance parameters using geographic information system (gis) (case study of bandar abbas city)
publisher	Iranian Society of Structrual Engineering (ISSE)
publishDate	2020
url	https://doaj.org/article/0cf8861a7e58413d9fc1d0ef0d876cca
work_keys_str_mv	AT adelasakereh zoningofsoilresistanceparametersusinggeographicinformationsystemgiscasestudyofbandarabbascity AT masoudmosaffa zoningofsoilresistanceparametersusinggeographicinformationsystemgiscasestudyofbandarabbascity
_version_	1718441543811989504

Zoning of Soil Resistance Parameters Using Geographic Information System (GIS) (Case Study of Bandar Abbas city)

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