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RISDeformation Analysis of a Geosynthetic-Encased Stone Column and Surrounding Soil Using Cavity-Expansion Model
Publisher: American Society of Civil Engineers
Abstract: This article presents an analytical solution to predict the deformation of a geosynthetic-encased stone column (GESC) and the surrounding soil using a cylindrical cavity-expansion model. The cavity-expansion model is used ...
Deformation Analysis of Geosynthetic-Encased Stone Column–Supported Embankment considering Radial Bulging
Publisher: American Society of Civil Engineers
Abstract: This study presents an analytical solution for predicting the vertical settlement behavior of geosynthetic-encased stone columns (GESCs) and GESC-supported embankments, taking into account the radial bulging deformation ...
Deformation Analysis of Geosynthetic-Encased Stone Column–Supported Embankment considering Radial Bulging
Publisher: American Society of Civil Engineers
Abstract: This study presents an analytical solution for predicting the vertical settlement behavior of geosynthetic-encased stone columns (GESCs) and GESC-supported embankments, taking into account the radial bulging deformation ...
Deformation Analysis of a Geosynthetic-Encased Stone Column and Surrounding Soil Using Cavity-Expansion Model
Publisher: American Society of Civil Engineers
Abstract: This article presents an analytical solution to predict the deformation of a geosynthetic-encased stone column (GESC) and the surrounding soil using a cylindrical cavity-expansion model. The cavity-expansion model is used ...
Heat Transfer Analytical Model of Energy Soldier Piles under Air Convection Conditions
Publisher: ASCE
Abstract: This study proposes an analytical solution for heat transfer in energy soldier piles, considering the convective boundary conditions and temperature distribution differences in the angular direction. The problem is solved ...
Upper-Bound Solution for Flat Cavity Expansion Model
Publisher: American Society of Civil Engineers
Abstract: In this paper, an upper-bound solution for the FCEM is proposed to study the effect of the plastic behavior of soil on the interpretation of a flat dilatometer test. Kinematically admissible displacement fields for the ...
Upper-Bound Solution for Flat Cavity Expansion Model
Publisher: American Society of Civil Engineers
Abstract: In this paper, an upper-bound solution for the FCEM is proposed to study the effect of the plastic behavior of soil on the interpretation of a flat dilatometer test. Kinematically admissible displacement fields for the ...
Thermomechanical Behavior of Energy Piles and Interactions within Energy Pile–Raft Foundations
Publisher: ASCE
Abstract: Energy pile groups generally show different behavior than single energy piles because of the presence of rafts and the thermomechanical interaction between piles. This paper presents the results from a series of full-scale ...
Interactions of an Energy Pile with Several Traditional Piles in a Row
Publisher: ASCE
Abstract: A full-scale test was carried out to investigate the interactions between an energy pile and four traditional piles connected to the same overlying reinforced beam. A series of sensors was installed in the energy pile, ...
Geotechnical Properties of a New Transparent Clay
Publisher: ASCE
Abstract: This paper presents a study of the mechanical properties of a synthetic transparent clay to be used in physical geotechnical models. The manufacturing processes of a synthetic transparent clay consisting of Carbopol polymers, ...