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    Fractal Representation of Soil Cohesion

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author:
    Mohan V. S. Bonala
    ,
    Lakshmi N. Reddi
    DOI: 10.1061/(ASCE)1090-0241(1999)125:10(901)
    Publisher: American Society of Civil Engineers
    Abstract: Evaluation of soil cohesion is usually based on measurements made on laboratory-scale samples. Some previous studies point out a decreasing trend in cohesion as the test specimen size increases. Although this trend is, in general, attributed qualitatively to fractures and macropores associated with larger samples, no rational basis has been put forth thus far to upscale cohesion. In this study, the soil medium is idealized as a self-similar fractal system, which contains successive groups of pores that can be scaled in size with respect to each other. A simple relationship between cohesion and sample size is developed using fractal principles. The relationship is demonstrated using experimental data. The fractal dimension of the soil medium, which enters in this relationship, is of both theoretical and practical importance. It draws out the analogy between scale-dependency of cohesion and porosity and enables one to make judgments on the characteristic specimen size required in the assessment of soil cohesion.
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      Fractal Representation of Soil Cohesion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51627
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    contributor authorMohan V. S. Bonala
    contributor authorLakshmi N. Reddi
    date accessioned2017-05-08T21:26:32Z
    date available2017-05-08T21:26:32Z
    date copyrightOctober 1999
    date issued1999
    identifier other%28asce%291090-0241%281999%29125%3A10%28901%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51627
    description abstractEvaluation of soil cohesion is usually based on measurements made on laboratory-scale samples. Some previous studies point out a decreasing trend in cohesion as the test specimen size increases. Although this trend is, in general, attributed qualitatively to fractures and macropores associated with larger samples, no rational basis has been put forth thus far to upscale cohesion. In this study, the soil medium is idealized as a self-similar fractal system, which contains successive groups of pores that can be scaled in size with respect to each other. A simple relationship between cohesion and sample size is developed using fractal principles. The relationship is demonstrated using experimental data. The fractal dimension of the soil medium, which enters in this relationship, is of both theoretical and practical importance. It draws out the analogy between scale-dependency of cohesion and porosity and enables one to make judgments on the characteristic specimen size required in the assessment of soil cohesion.
    publisherAmerican Society of Civil Engineers
    titleFractal Representation of Soil Cohesion
    typeJournal Paper
    journal volume125
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1999)125:10(901)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 010
    contenttypeFulltext
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