Optimization of Ground Resistance and Cost for Vertical and Horizontal GEM-encased Rods Buried in Homogeneous Soil

Grounding systems are fundamental components of protection systems for electrical systems and equipment, with a top priority assigned to their economic design. The ground resistance of ground-enhancement-material (GEM)-encased vertical and horizontal rods buried in a uniform soil is calculated based on the current sphere simulation technique (CSST). A relationship between ground resistance and the associated cost of rod installation is formulated to form an objective function for optimizing the ground resistance. For a vertical rod of 1.44 m in length and 16 mm in diameter, encased by GEM shell with diameter of 0.2 m and length of 1.5 m, the calculated ground resistance is 102% of that obtained by COMSOL. For a horizontal rod with the same dimensions, buried at a depth of 0.6 m, the optimal ground resistance is 108.6% of that of the vertical rod. However, the cost for the horizontal rod is almost 70% of that of the vertical rod at the optimal solution.

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Published
2024-12-17
DOI
https://doi.org/10.1109/mepcon63025.2024.10850233
Primary Topic
Geotechnical Engineering and Soil Stabilization
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article
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article

Optimization of Ground Resistance and Cost for Vertical and Horizontal GEM-encased Rods Buried in Homogeneous Soil

Ahmed Elnozahy, Hadeer Hassan El-Hawary, Mazen Abdel‐Salam, Ahmed H. Abdel-Satar
Geotechnical Engineering and Soil Stabilization
article

Optimization of Ground Resistance and Cost for Vertical and Horizontal GEM-encased Rods Buried in Homogeneous Soil

Ahmed Elnozahy, Hadeer Hassan El-Hawary, Mazen Abdel‐Salam, Ahmed H. Abdel-Satar
article en

Abstract

Grounding systems are fundamental components of protection systems for electrical systems and equipment, with a top priority assigned to their economic design. The ground resistance of ground-enhancement-material (GEM)-encased vertical and horizontal rods buried in a uniform soil is calculated based on the current sphere simulation technique (CSST). A relationship between ground resistance and the associated cost of rod installation is formulated to form an objective function for optimizing the ground resistance. For a vertical rod of 1.44 m in length and 16 mm in diameter, encased by GEM shell with diameter of 0.2 m and length of 1.5 m, the calculated ground resistance is 102% of that obtained by COMSOL. For a horizontal rod with the same dimensions, buried at a depth of 0.6 m, the optimal ground resistance is 108.6% of that of the vertical rod. However, the cost for the horizontal rod is almost 70% of that of the vertical rod at the optimal solution.

Assiut University (EG)
Life in Land
Openalex Percentile: Top 70%
Geotechnical Engineering and Soil Stabilization
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