A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Optimum Design of Three-Dimensional Pile Groups in Nonlinear Soil
Analytical solutions have recently been developed for analyzing the behavior of piles in a group subjected to loading in three-dimensional space. The piles may be installed vertically or on a batter and their heads may be fixed, pinned, or elastically restrained by a rigid pile cap. The several components of the analytical method have been coded and iteration is used to accommodate the nonlinear response of the soil around each pile in a group. With availability of a rational and convenient tool, the engineer may consider several alternatives in a design, including pile spacing, batter angle, and type of pile. This paper presents an example of use of the analytical tool to optimize a design. The example is site-specific, but the demonstrated procedures are fully general.
Optimum Design of Three-Dimensional Pile Groups in Nonlinear Soil
Analytical solutions have recently been developed for analyzing the behavior of piles in a group subjected to loading in three-dimensional space. The piles may be installed vertically or on a batter and their heads may be fixed, pinned, or elastically restrained by a rigid pile cap. The several components of the analytical method have been coded and iteration is used to accommodate the nonlinear response of the soil around each pile in a group. With availability of a rational and convenient tool, the engineer may consider several alternatives in a design, including pile spacing, batter angle, and type of pile. This paper presents an example of use of the analytical tool to optimize a design. The example is site-specific, but the demonstrated procedures are fully general.
Optimum Design of Three-Dimensional Pile Groups in Nonlinear Soil
Wang, Shin-Tower (author) / Reese, Lymon C. (author) / Farmer, Glyen (author)
International Deep Foundations Congress 2002 ; 2002 ; Orlando, Florida, United States
Deep Foundations 2002 ; 245-261
2002-02-01
Conference paper
Electronic Resource
English
Optimum Design of Three-Dimensional Pile Groups in Nonlinear Soil
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