An Analytical Solution to the Deformation and Internal Force of Double-row Piles in Slope Support
HUANG Xian-wu
LI Tian-zhen
MA Lin
Abstract：For double‐row piles in slope support ,the soil above the slide surface between the piles is simplified as horizontal connecting springs ,and the connecting beam is regarded as a rigid body .The soil under the slide surface is regarded as horizontal elastic restriction to the piles .An analytical solution to the deformation curve ,bending moment and shearing force of double‐row piles is presented with the help of bending differential equation and continuity condition of deformation and internal force of the piles .An ex‐ample show s that the theoretical derivation is accurate ,the result is dependable and the method is conven‐ient for engineering calculation .
Keywords：double-row pilesbending differential equationdeformation curvebending momentshearing force
Publication Date：2014-01-01
Online Publishing Date：2025-08-15(First online date of this platform, not the publication date of the document)
Pages：5( 56-60 )