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International Journal of Geomechanics
EISSN: 1943-5622
ISSN: 1532-3641
Priority: 6
Publisher: American Society of Civil Engineers
Description: The International Journal of Geomechanics (IJOG) focuses on geomechanics with emphasis on theoretical aspects, including computational and analytical methods and related validations. Applications of interdisciplinary topics such as geotechnical and g More ...
Now showing items 1-5 of 5
Three-Dimensional Nonlinear Seismic Analysis of Single Piles Using Finite Element Model: Effects of Plasticity of Soil
Publisher: American Society of Civil Engineers
Abstract: Much of the reported research on the dynamic analysis of pile foundations assumes linear behavior of soil that may not be valid for strong excitations. In this paper, material nonlinearity of the soil caused by plasticity ...
Seismic Behavior of Soil-Pile-Structure Interaction in Liquefiable Soils: Parametric Study
Publisher: American Society of Civil Engineers
Abstract: Nonlinearity of the soil medium plays a very important role on the seismic behavior of soil-pile-structure interaction. The problem of soil-pile-structure interaction is further complicated when the piles are embedded in ...
Effects of Separation on the Behavior of Soil-Pile Interaction in Liquefiable Soils
Publisher: American Society of Civil Engineers
Abstract: Separation and sliding between soil and pile have a significant effect on the complex behavior of pile groups under dynamic condition. In addition to separation between soil and pile, the behavior of soil medium surrounding ...
Verification of Implementation of HiSS Soil Model in the Coupled FEM–SBFEM SSI Analysis
Publisher: American Society of Civil Engineers
Abstract: The scaled boundary FEM (SBFEM) has become an attractive alternative to traditional rigorous methods available for modeling the unbounded media for soil–structure interaction (SSI) analysis using the substructure method. ...
Failure Mechanism of Slopes Subjected to Embedded Strip Footing Loads under Seismic Conditions
Publisher: ASCE
Abstract: The stability of slopes subjected to vertical embedded strip footing loads under static and seismic conditions was investigated. The pseudostatic method was considered to represent an earthquake load. Two-dimensional ...