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Theoretical Analysis of Pressure-Dependent K0 for Normally Consolidated Clays Using Critical State Soil Models
Publisher: American Society of Civil Engineers
Abstract: The coefficient of earth pressure at rest (K) for normally consolidated clays increases nonlinearly with increasing consolidation pressure toward a steady value under high pressure rather than remaining constant. Analytical ...
Parsimonious Universal Function Approximator for Elastic and Elastoplastic Cavity Expansion Problems
Publisher: American Society of Civil Engineers
Abstract: AbstractPhysics-informed neural networks (PINNs) have prevailed as an effective universal
function approximator to solve a wide range of governing partial differential equations
(PDEs) and ordinary differential equations ...
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