A THEORETICAL ANALYSIS OF STRESS WAVE INTERACTIONN IN A MODEL SOIL - FURTHER STUDIES.
摘要:
Two formal solutions are given to the plane strain problem of the interaction of a stress wave propagated in a bilinear plastic medium with an infinitely rigid-infinitely dense cylinder embedded in the medium. The two solutions are essentially complementary with respect to points of theoretidal difficulty and deficiencies in generality. A numerical study of each solution should lead to further development of a completely general method for treating the problem under consideration or similar probblems. (Author)
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关键词:
SOIL MECHANICS THEORY ELASTIC PROPERTIES PLASTIC PROPERTIES COMPRESSIVE PROPERTIES SOILS PHYSICAL PROPERTIES MATHEMATICAL ANALYSIS MECHANICAL WAVES STRESSES
年份:
1964
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