Production Thematic Maps of Bearing Capacity of Shallow Foundation for Al-Basrah Soil Using Standard Penetration Data and GIS

The Geographic Information System (GIS) is one of the modern database software which is used to collect, analyze, display, processing and produce geographic information maps for a specific objective. In addition, a statistical analysis can be generated within GIS on specific data to produce quantita...

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Main Authors: Majeed Sabaa, Alaa Salman, Ammar Dakhil, Saba Jawad, Mahdi Karkush, Ahmed Athab
Format: Article
Language:English
Published: Semnan University 2023-11-01
Series:Journal of Rehabilitation in Civil Engineering
Subjects:
Online Access:https://civiljournal.semnan.ac.ir/article_7597_6d582137ca46013c1aaa9da027ca2399.pdf
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author Majeed Sabaa
Alaa Salman
Ammar Dakhil
Saba Jawad
Mahdi Karkush
Ahmed Athab
author_facet Majeed Sabaa
Alaa Salman
Ammar Dakhil
Saba Jawad
Mahdi Karkush
Ahmed Athab
author_sort Majeed Sabaa
collection DOAJ
description The Geographic Information System (GIS) is one of the modern database software which is used to collect, analyze, display, processing and produce geographic information maps for a specific objective. In addition, a statistical analysis can be generated within GIS on specific data to produce quantitative results. In this study, the GIS utilized to produce thematic maps showing the variation of bearing capacity of shallow foundation in Al-Basrah province soil. All the features mentioned above illustrate the importance of GIS exploring more valuable results such as the bearing capacity of shallow foundation from the results of standard penetration tests (SPT) conducted in Al-Basrah province soil. The total number of boreholes drilled was 135 distributed irregularly in the study area. In each borehole, three SPTs were performed at depths of 1.5, 6, and 9.5 m measured from the existing ground level (EGL). The results of the study can be summarized by the production of thematic maps showing the variation of the bearing capacity of the soil over the whole area of Al-Basrah city correlated with several depths. These maps can be used by different local authorities to predict soil bearing capacity and choose a suitable type of foundation. In addition, it can be utilized to assess the foundations of existing and irregularly constructed buildings and to assess the extent of the risks of failure and collapse.
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spelling doaj-art-5c1d71a4161e4adb8409d0496b1a2b842025-01-21T20:47:15ZengSemnan UniversityJournal of Rehabilitation in Civil Engineering2345-44152345-44232023-11-01114779010.22075/jrce.2023.27587.16687597Production Thematic Maps of Bearing Capacity of Shallow Foundation for Al-Basrah Soil Using Standard Penetration Data and GISMajeed Sabaa0Alaa Salman1Ammar Dakhil2Saba Jawad3Mahdi Karkush4Ahmed Athab5Civil Engineering Department, Al-Furat Al-Awsat University, Babylon, IraqSurveying Engineering Department, University of Baghdad, Baghdad, IraqCivil Engineering Department, University of Basrah, Basrah, IraqCivil Engineering Department, Bilad Al-Rafidian University College, Baqubah, IraqCivil Engineering Department, University of Baghdad, Baghdad, IraqTerra Motion Limited, Nottingham, United KingdomThe Geographic Information System (GIS) is one of the modern database software which is used to collect, analyze, display, processing and produce geographic information maps for a specific objective. In addition, a statistical analysis can be generated within GIS on specific data to produce quantitative results. In this study, the GIS utilized to produce thematic maps showing the variation of bearing capacity of shallow foundation in Al-Basrah province soil. All the features mentioned above illustrate the importance of GIS exploring more valuable results such as the bearing capacity of shallow foundation from the results of standard penetration tests (SPT) conducted in Al-Basrah province soil. The total number of boreholes drilled was 135 distributed irregularly in the study area. In each borehole, three SPTs were performed at depths of 1.5, 6, and 9.5 m measured from the existing ground level (EGL). The results of the study can be summarized by the production of thematic maps showing the variation of the bearing capacity of the soil over the whole area of Al-Basrah city correlated with several depths. These maps can be used by different local authorities to predict soil bearing capacity and choose a suitable type of foundation. In addition, it can be utilized to assess the foundations of existing and irregularly constructed buildings and to assess the extent of the risks of failure and collapse.https://civiljournal.semnan.ac.ir/article_7597_6d582137ca46013c1aaa9da027ca2399.pdfthematic mapsgissptbearing capacityshallow foundational-basrah city
spellingShingle Majeed Sabaa
Alaa Salman
Ammar Dakhil
Saba Jawad
Mahdi Karkush
Ahmed Athab
Production Thematic Maps of Bearing Capacity of Shallow Foundation for Al-Basrah Soil Using Standard Penetration Data and GIS
Journal of Rehabilitation in Civil Engineering
thematic maps
gis
spt
bearing capacity
shallow foundation
al-basrah city
title Production Thematic Maps of Bearing Capacity of Shallow Foundation for Al-Basrah Soil Using Standard Penetration Data and GIS
title_full Production Thematic Maps of Bearing Capacity of Shallow Foundation for Al-Basrah Soil Using Standard Penetration Data and GIS
title_fullStr Production Thematic Maps of Bearing Capacity of Shallow Foundation for Al-Basrah Soil Using Standard Penetration Data and GIS
title_full_unstemmed Production Thematic Maps of Bearing Capacity of Shallow Foundation for Al-Basrah Soil Using Standard Penetration Data and GIS
title_short Production Thematic Maps of Bearing Capacity of Shallow Foundation for Al-Basrah Soil Using Standard Penetration Data and GIS
title_sort production thematic maps of bearing capacity of shallow foundation for al basrah soil using standard penetration data and gis
topic thematic maps
gis
spt
bearing capacity
shallow foundation
al-basrah city
url https://civiljournal.semnan.ac.ir/article_7597_6d582137ca46013c1aaa9da027ca2399.pdf
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