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RISA Reformulation of the Elastic Field Equation, in Terms of Displacements, Valid for all Admissible Values of Poisson’s Ratio
Publisher: The American Society of Mechanical Engineers (ASME)
Analysis of Steady Cone Penetration in Clay
Publisher: American Society of Civil Engineers
Abstract: In this paper, a novel finite-element procedure is used to analyze steady cone penetration in soils. Although the procedure is, in principle, applicable to clay and sand with any plasticity model, this paper is only concerned ...
Closure to “<i>Ground Movement Analysis of Earth Support System</i>” by C. K. Shen, S. Bang, and L. R. Herrmann (Dec., 1981)
Publisher: American Society of Civil Engineers