By Yehuda Klausner
ISBN-10: 1447116771
ISBN-13: 9781447116776
ISBN-10: 1447116798
ISBN-13: 9781447116790
Fundamentals of Continuum Mechanics of Soils offers a long-needed basic scheme for the learn of the $64000 but not easy fabric of soil. It closes the space among disciplines, soil mechanics and con- tinuum mechanics, exhibiting that the generic recommendations of soil mechanics evolve at once from continuum mechanics. It confirms thoughts reminiscent of pore pressures, unity and dependence of the shear tension on consolidation, and rejects the view that continuum mechanics can't be utilized to a cloth resembling soil. the overall techniques of continuum mechanics, box equations and constitutive equations are mentioned. it really is proven how the idea of combos evolves from those equations and the way, in addition to energetics and irrevers- ible thermodynamics, it may be utilized to soils. The dialogue additionally sheds gentle on a few facets of mechanics of fabrics, specifically compressible fabrics. Examples are the creation of the Hencky degree of pressure, the requirement of twin constitutive equations, and the dependence of the spent inner power at the saved inner power. Researchers in engineering mechanics and fabric sciences may perhaps locate that the result of experiments on soils could be generalized and prolonged to different fabrics. The publication is a reference textual content for college students accustomed to the basics of mechanics, for students of soil engineering, and for soil scientists. it's also compatible as a sophisticated undergraduate direction in soil mechanics.
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Additional info for Fundamentals of Continuum Mechanics of Soils
Example text
Applying the assumption, inherent in the physical approach, that macrophenomenologically the mechanical behavior of all materials is qualitatively the same, and that the differences between materials stemming from their variety are quantitative and are reflected in the magnitude of the parameters of their constitutive equations. 3. Assuming that not only is each phase in itself considered homogeneous or quasi-homogeneous, but that the various phases are quasi-homogeneously distributed throughout the mixture.
But the problems are there and provide an inspiring challenge to the research mind. Bjerum (1969), in the president's opening address of the Seventh International Conference of SOMEFE, admits: ... we must nevertheless, admit that there is also available a relatively large number of carefully studied cases in which the classical approach of soil mechanics proved to be a failure. In these cases a comparison between a carefully performed prediction and the actual behavior has shown discrepancies so large that they could not be explained by inhomogeneities of the soil strata, nor by the scattering of the test results.
At a lower level of investigation the measuring techniques become more refined, therefore more involved, difficult and sometimes technically impossible. 3. At a higher level of investigation the mathematical formulation becomes simpler. 4. At a higher level of investigation there are less assumptions concerning boundary conditions, and they are obtained from the lower levels. 5. In principle, all three levels of investigation should lead to the same quantitative results. 6. In reality, the higher the level the more of the overall behavior of the material it comprehends, therefore the resulting theory is a better quantitative approximation; however, the physical interactions in it become obscured.
Fundamentals of Continuum Mechanics of Soils by Yehuda Klausner
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