Analysis of Laterally Loaded Piles in Soil with Stiffness Increasing with Depthby W. Y. Shen, Research Fellow; NTU-PWD Geotechnical Research Centre, School of Civil & Environmental Engineering, Nanyang Technological Univ., Singapore.,
C. I. Teh, Associate Professor; NTU-PWD Geotechnical Research Centre, School of Civil & Environmental Engineering, Nanyang Technological Univ., Singapore.,
Serial Information: Issue 8, Pg. 878-882
Document Type: Journal Paper
Abstract: This article reports a variational solution and its spreadsheet calculation procedure for the analysis of laterally loaded piles in a soil with stiffness increasing with depth. The aim of the paper is to provide solutions that can be used simply with recourse only to spreadsheet calculation to solve the displacement and bending moment of laterally loaded piles, so that they can be easily applied in practice as an alternative approach to analyze the response of laterally loaded piles.
Subject Headings: Lateral loads | Soil analysis | Load factors | Piles | Stiffening | Spreadsheets | Displacement (mechanics) | Bending (structural) |
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