THE EFFECT OF SOIL NAILING INCLINATION FOR IMPROVEMENT OF GYPSUM SAND SOIL IN DIFFERENT SLOPES

This study investigates the effect of nailing inclination angles on the stability of gypsum sand soil slopes, using 2D-Slope/W software within Geostudio 2018. The analysis focuses on gypsum sand soil with a 29% gypsum content, employing nine nailing inclination angles (5°, 10°, 15°, 20°, 25°, 30°,...

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Main Authors: Mustafa M. Abdalhusein, Yasir M. Al-Badran, Zuhair Abd Hacheem, Rusul H. Almahmodi, Mohammed S. Mahmood, Susan Mutar N. AlMihna
Format: Article
Language:English
Published: Regional Association for Security and crisis management, Belgrade, Serbia 2024-09-01
Series:Operational Research in Engineering Sciences: Theory and Applications
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Online Access:https://oresta.org/menu-script/index.php/oresta/article/view/796
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author Mustafa M. Abdalhusein
Yasir M. Al-Badran
Zuhair Abd Hacheem
Rusul H. Almahmodi
Mohammed S. Mahmood
Susan Mutar N. AlMihna
author_facet Mustafa M. Abdalhusein
Yasir M. Al-Badran
Zuhair Abd Hacheem
Rusul H. Almahmodi
Mohammed S. Mahmood
Susan Mutar N. AlMihna
author_sort Mustafa M. Abdalhusein
collection DOAJ
description This study investigates the effect of nailing inclination angles on the stability of gypsum sand soil slopes, using 2D-Slope/W software within Geostudio 2018. The analysis focuses on gypsum sand soil with a 29% gypsum content, employing nine nailing inclination angles (5°, 10°, 15°, 20°, 25°, 30°, 35°, 40°, and 45°) across four levels of nailing. The nails are installed with a horizontal spacing of 2 m. Five slope angles (β) of 45°, 55°, 65°, 75°, and 85° were examined to evaluate their improvement under various nailing configurations. The study also analyses the effect of nailing length, applying the Mohr–Coulomb failure criterion to assess slope stability.  The findings indicate that the factor of safety (FS) consistently increases with larger nailing inclination angles, particularly as the angle rises from 5° to 40°. Similarly, an increase in nailing length enhances the FS across all inclination angles and slope geometries. Based on these results, nine design tables were developed, providing empirical equations to determine optimal nailing lengths, inclination angles, and slope conditions for effective stabilisation. These findings offer valuable insights for improving slope stability in gypsum sand soils and contribute to the optimisation of soil nailing techniques in geotechnical engineering.
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institution Kabale University
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spelling doaj-art-844770b326584e5bbd751a9591bb68132025-02-11T19:31:31ZengRegional Association for Security and crisis management, Belgrade, SerbiaOperational Research in Engineering Sciences: Theory and Applications2620-16072620-17472024-09-0173THE EFFECT OF SOIL NAILING INCLINATION FOR IMPROVEMENT OF GYPSUM SAND SOIL IN DIFFERENT SLOPESMustafa M. Abdalhusein0Yasir M. Al-Badran1Zuhair Abd Hacheem2Rusul H. Almahmodi3Mohammed S. Mahmood4Susan Mutar N. AlMihna5Department of Structures and Water Resources, Faculty of Engineering, University of Kufa, Iraq. Department of Civil Engineering, College of Engineering, Mustansiriyah University, Iraq. Department of Water Resources Engineering, College of Engineering, Mustansiriyah University, Iraq. Department of Civil Technologies, AL-Najaf Technical Institute, Al-Furat Al-Awsat Technical University, Iraq.Department of Civil Engineering, Faculty of Engineering, University of Kufa, Iraq.Department of Civil Engineering, College of Engineering, Mustansiriyah University, Iraq. This study investigates the effect of nailing inclination angles on the stability of gypsum sand soil slopes, using 2D-Slope/W software within Geostudio 2018. The analysis focuses on gypsum sand soil with a 29% gypsum content, employing nine nailing inclination angles (5°, 10°, 15°, 20°, 25°, 30°, 35°, 40°, and 45°) across four levels of nailing. The nails are installed with a horizontal spacing of 2 m. Five slope angles (β) of 45°, 55°, 65°, 75°, and 85° were examined to evaluate their improvement under various nailing configurations. The study also analyses the effect of nailing length, applying the Mohr–Coulomb failure criterion to assess slope stability.  The findings indicate that the factor of safety (FS) consistently increases with larger nailing inclination angles, particularly as the angle rises from 5° to 40°. Similarly, an increase in nailing length enhances the FS across all inclination angles and slope geometries. Based on these results, nine design tables were developed, providing empirical equations to determine optimal nailing lengths, inclination angles, and slope conditions for effective stabilisation. These findings offer valuable insights for improving slope stability in gypsum sand soils and contribute to the optimisation of soil nailing techniques in geotechnical engineering. https://oresta.org/menu-script/index.php/oresta/article/view/796Factor of SafetyGeostudio 20182dGypsum Sand SoilNailing Inclination AngleNailing LengthSide Slopes
spellingShingle Mustafa M. Abdalhusein
Yasir M. Al-Badran
Zuhair Abd Hacheem
Rusul H. Almahmodi
Mohammed S. Mahmood
Susan Mutar N. AlMihna
THE EFFECT OF SOIL NAILING INCLINATION FOR IMPROVEMENT OF GYPSUM SAND SOIL IN DIFFERENT SLOPES
Operational Research in Engineering Sciences: Theory and Applications
Factor of Safety
Geostudio 20182d
Gypsum Sand Soil
Nailing Inclination Angle
Nailing Length
Side Slopes
title THE EFFECT OF SOIL NAILING INCLINATION FOR IMPROVEMENT OF GYPSUM SAND SOIL IN DIFFERENT SLOPES
title_full THE EFFECT OF SOIL NAILING INCLINATION FOR IMPROVEMENT OF GYPSUM SAND SOIL IN DIFFERENT SLOPES
title_fullStr THE EFFECT OF SOIL NAILING INCLINATION FOR IMPROVEMENT OF GYPSUM SAND SOIL IN DIFFERENT SLOPES
title_full_unstemmed THE EFFECT OF SOIL NAILING INCLINATION FOR IMPROVEMENT OF GYPSUM SAND SOIL IN DIFFERENT SLOPES
title_short THE EFFECT OF SOIL NAILING INCLINATION FOR IMPROVEMENT OF GYPSUM SAND SOIL IN DIFFERENT SLOPES
title_sort effect of soil nailing inclination for improvement of gypsum sand soil in different slopes
topic Factor of Safety
Geostudio 20182d
Gypsum Sand Soil
Nailing Inclination Angle
Nailing Length
Side Slopes
url https://oresta.org/menu-script/index.php/oresta/article/view/796
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