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RISOn the Fundamental Solution of Dynamic Poroelastic Boundary Integral Equations in the Time Domain
Publisher: American Society of Civil Engineers
Abstract: In this article, boundary integral equations (BIE) and Laplace transform domain fundamental solutions to the u‐p formulation of two‐dimensional dynamic poroelasticity are derived. Time domain fundamental solutions have ...
Time Domain Traction and Flux Fundamental Solutions for 3D Saturated Poroelastic Media with Incompressible Constituents
Publisher: American Society of Civil Engineers
Abstract: One of the key factors in the time domain boundary element method (BEM) for dynamic poroelasticity is an applicable fundamental solution of the governing differential equations. With the completion of the fundamental ...
Evaluating the Effect of Footing Roughness on <i>N<sub>γ</sub></i> Coefficient Using the Method of Stress Characteristics
Publisher: ASCE
Abstract: In this study, the bearing capacity coefficients Nγ were calculated for strip footings by considering different friction angles along the soil–footing interface (δ) using the numerical algorithm based on the method of ...
Improvement of Rainer Technique to Reconstitute Sand Bed Modeling
Publisher: American Society of Civil Engineers
Abstract: One of the most significant aspects of physical modeling geotechnical engineering is the repeatability of bed preparation. The pluviation technique is one of the most reliable methods of preparing beds because it enables ...