A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Elastic Analysis of Laterally Loaded Rectangular Piles
An analysis is developed to determine the response of laterally loaded piles with rectangular cross sections. Soil displacement fields compatible with the rectangular shape of the pile cross section are assumed. The differential equations governing the displacements of the pile-soil system are developed using energy principles. Closed-form solutions for lateral pile deflection and displacements within the soil mass can be obtained using the analysis. The input parameters needed for the analysis are the pile geometry and the elastic constants of the soil and pile. The new analysis allows insights into the lateral load response of square, rectangular and circular piles and how they compare.
Elastic Analysis of Laterally Loaded Rectangular Piles
An analysis is developed to determine the response of laterally loaded piles with rectangular cross sections. Soil displacement fields compatible with the rectangular shape of the pile cross section are assumed. The differential equations governing the displacements of the pile-soil system are developed using energy principles. Closed-form solutions for lateral pile deflection and displacements within the soil mass can be obtained using the analysis. The input parameters needed for the analysis are the pile geometry and the elastic constants of the soil and pile. The new analysis allows insights into the lateral load response of square, rectangular and circular piles and how they compare.
Elastic Analysis of Laterally Loaded Rectangular Piles
Basu, Dipanjan (author) / Salgado, Rodrigo (author)
Geo-Frontiers Congress 2011 ; 2011 ; Dallas, Texas, United States
Geo-Frontiers 2011 ; 132-141
2011-03-11
Conference paper
Electronic Resource
English
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