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RISDiscussion of “Practical Subgrade Model for Improved Soil-Structure Interaction Analysis: Model Development” by John S. Horvath and Regis J. Colasanti
Publisher: American Society of Civil Engineers
Calibrated Analytical Formulas for Foundation Model Parameters
Publisher: American Society of Civil Engineers
Abstract: A set of analytical formulas for the estimation of foundation model parameters is presented by synthesizing mechanical models at three different levels with corresponding variants of a generalized continuum model presented ...
Discussion of “Practical Subgrade Model for Improved Soil-Structure Interaction Analysis: Software Implementation” by Regis J. Colasanti and John S. Horvath
Publisher: American Society of Civil Engineers
Lateral Static Response of Piles Based on a Full-Fledged Two-Parameter Foundation Model
Publisher: American Society of Civil Engineers
Abstract: A rigorous analytical continuum subgrade model translated into an equivalent two-parameter mechanical model of the Pasternak type is used to study the static response of piles to lateral loads. The model fully accounts for ...
Application of a Robust Subgrade Model in the Analysis of Plates on an Elastic Foundation
Publisher: ASCE
Abstract: A robust two-parameter subgrade model presented recently by the first author is employed to analyze plates on elastic foundations. A finite difference method (FDM) is employed to solve the resulting differential equation ...
Lateral Inertial Pile–Soil Interaction Using an Analytical Model
Publisher: American Society of Civil Engineers
Abstract: AbstractThe lateral inertial response of a single laterally loaded flexible pile embedded
in soil with different depth-wise stiffness profiles is investigated using a recently
developed two-parameter foundation model that ...