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Physical Soil Mechanics

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  • Saadedin
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    Administrator
    • Sep 2018 
    • 35987 
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    Physical Soil Mechanics


    INTRODUCTION

    In TA ΦYΣIKA, the first ever book on physics, Aristoteles defined the difference

    of continuous and granular matter by means of εν ´εργεια, which denoted

    action and not energy in a modern sense (this statement was discovered by Th.

    Triantafyllidis). Ever since continuum approaches for soils were questioned as

    far as these are visibly particulate matter. One may be tempted to simulate

    granular aggregates grain by grain with a computer in order to understand

    their mechanical properties. On the other hand, engineers are inclined to take

    over continuum models from solids to soils, so they work with notions like

    stiffness and strength.

    It is shown in Sect. 1.1 why both approaches cannot suffice to predict

    evolutions with soil. Particulate models have to be simplified, even when using

    big computers, to such an extent that they can at best yield qualitative insight.

    It is recommended to focus such attempts on attractors, namely state limits,

    state cycles and granular phase transitions. For the time being particulate

    models are hardly feasible with submicroscopic clay particles due to physicochemical

    effects. One is inclined to catch clay instead as continuous matter

    like a solid.



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