tudy Of The Evolution Of The Fractal Dimension Of Soil Gains During Compaction


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Authors

  • Aldjia Bouzeboudja Mouloud Mammeri University
  • Bachir Melbouci Mouloud Mammeri University
  • Houria Bouzeboudja Mouloud Mammeri University

Keywords:

Grain Shape, Fractal Dimension, Proctor Test, Grain Crushing, Correlation

Abstract

The study of the shape and texture of grains (angularity, sphericity and roughness) plays a very
important role in better understanding the mechanical behavior of granular media. This affects their
strength, their compactness, their particle size, etc. However, Euclidean geometry which does not study
irregular real objects cannot completely satisfy this study. This is why we use the fractal dimension to
properly describe a complex structure composed of irregular soil grains. SO; It is necessary to
characterize the shape of the grain with methods of calculating the fractal dimension, such as the area
perimeter method used, which is a number that measures the degree of irregularity and fragmentation of a
grain, before and after each test carried out. Our work is an experimental study carried out in the
laboratory with the Proctor test for the grains of the limestone material. To understand its behavior, it is
important to analyze the correlation between the fractal dimension and the characteristics obtained during
the different Proctor tests. The results obtained show that the variation of the calculated fractal dimension,
corresponding to the crushing effect of the grains, is strongly influenced by their shape, their size, their
particle size distribution, the number of blows, the compaction energy and the number of layers made.
This confirms that the fractal dimension is a very effective tool for measuring and understanding the
physical and mechanical properties of granular materials.

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Author Biographies

Aldjia Bouzeboudja, Mouloud Mammeri University

Civil engineering department/LGEA Laboratory, Algeria

Bachir Melbouci, Mouloud Mammeri University

Civil engineering department/LGEA Laboratory, Algeria

Houria Bouzeboudja, Mouloud Mammeri University

Civil engineering department/LGEA Laboratory, Algeria

References

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B. Melbouci, (2002), “Pegmatite de la grande Kabylie: Caractéristiques et comportement en géotechnique routière”. Thèse de Doctorat d’Etat de l’Université Mouloud Mammeri de Tizi-Ouzou, 2002.

T. Ramamurthy, Crushing phenomena in granular soils. J Ind Natl Soc Soil Mech Found Eng.8:67-86, 1969.

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K.P. Hammer, Anaylysis of Granular Materials in Pennsylvania Highways, Thèse de Master en Science, Université de Pittsburgh, 2005.

H. Xie, Fractals in rock mechanics, Rotterdam: Balkema, 1993

B. Melbouci, Etude du phénomène d’écrasement des grains de schiste au compactage, Revue Française de Géotechnique RFG, N° 117, 4° trimestre 2006.

B. Melbouci, R. Bahar and B. Cambou, Study of the behavior of schist grains under crushing, Bulletin of Engineering Geology and environment. Volume 67, Number 2 Mai 2008, pp. 209-218.

A. Bouzeboudja and B. Melbouci, Study of the evolution of the fractal dimension of a granular material’s grains during mechanical tests. Bulletin of Engineering Geology and environment, Volume 75, Issue 2, pp 821-839, 2016.

B. Melbouci et J.C. Roth, Etude du comportement des matériaux concassés à l’écrasement, Annales de BTP, N°3, juin 2006.

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Published

2024-07-25

How to Cite

Bouzeboudja, A., Melbouci, B., & Bouzeboudja, H. (2024). tudy Of The Evolution Of The Fractal Dimension Of Soil Gains During Compaction. International Journal of Advanced Natural Sciences and Engineering Researches, 8(6), 334–337. Retrieved from https://as-proceeding.com/index.php/ijanser/article/view/1962

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