Effect of addition of eggshell powder to improve the compressibility parameters of Doukane’s clay soils: a case study Tebessa-Algeria

This study examines the effects of Eggshell Powder (ESP) as an additive material, used in varying amounts from 2% to 8%. It focuses on how ESP influences the physical properties of expansive clay soils, particularly concerning compressibility parameters, the oedometer modulus (E′), and swelling pressure. Additionally, the study investigates how ESP affects the behavior of clayey soil subjected to consolidation and swelling tests. It observed that the investigated soil compressibility index had a high value and decreased with the addition of ESP, evidencing further that soil is highly compressive. It found that a decrease in the compressibility index with an increased ESP increases the mechanical stability of the soil by reducing the capacity for compressive strain. The high swelling index with the addition of ESP shows a tendency toward possible swelling when contacting water. The initial addition of ESP increases the susceptibility of the soil to expansion, and the volumetric compressibility coefficient, mv, decreases. The addition of ESP increases the oedometric modulus E′ from 359 kN/m² to 1166 kN/m². The ESP has drastically enhanced the swelling characteristics of soil, having swelling pressures of 720 kN/m² at 0%, 750 kN/m² at 2%, 760 kN/m² at 5%, and 780 kN/m² at 8%.

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Publication Details

Journal
STUDIES IN ENGINEERING AND EXACT SCIENCES
Published
2024-12-13
DOI
https://doi.org/10.54021/seesv5n2-783
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
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article

Effect of addition of eggshell powder to improve the compressibility parameters of Doukane’s clay soils: a case study Tebessa-Algeria

Leila Arabet, Faris Belaabed, Assma Benbouza, Rachida Malaoui et al.
STUDIES IN ENGINEERING AND EXACT SCIENCES
Geotechnical Engineering and Soil Stabilization
article

Effect of addition of eggshell powder to improve the compressibility parameters of Doukane’s clay soils: a case study Tebessa-Algeria

Leila Arabet, Faris Belaabed, Assma Benbouza, Rachida Malaoui, Adel Djellali, Djillali Bensaid
article en

Abstract

This study examines the effects of Eggshell Powder (ESP) as an additive material, used in varying amounts from 2% to 8%. It focuses on how ESP influences the physical properties of expansive clay soils, particularly concerning compressibility parameters, the oedometer modulus (E′), and swelling pressure. Additionally, the study investigates how ESP affects the behavior of clayey soil subjected to consolidation and swelling tests. It observed that the investigated soil compressibility index had a high value and decreased with the addition of ESP, evidencing further that soil is highly compressive. It found that a decrease in the compressibility index with an increased ESP increases the mechanical stability of the soil by reducing the capacity for compressive strain. The high swelling index with the addition of ESP shows a tendency toward possible swelling when contacting water. The initial addition of ESP increases the susceptibility of the soil to expansion, and the volumetric compressibility coefficient, mv, decreases. The addition of ESP increases the oedometric modulus E′ from 359 kN/m² to 1166 kN/m². The ESP has drastically enhanced the swelling characteristics of soil, having swelling pressures of 720 kN/m² at 0%, 750 kN/m² at 2%, 760 kN/m² at 5%, and 780 kN/m² at 8%.

STUDIES IN ENGINEERING AND EXACT SCIENCESVol. 5(2)
Life in Land
Openalex Percentile: Top 73%
Geotechnical Engineering and Soil Stabilization
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