Analysis for Performance of Anchored Pile Wall Subjected To Variation of Water Table on the Displacement and Bending Moment

摘要

Thisinvestigation discuss about the stability of slope supported by shore pile with tie back anchor subjected to water table at different elevation from the ground level. Under this condition there may be the potential for a circular sliding surface to pro pagate outside the anchor bond zone and reduction in the shear strength of soil due to increase in pore water pressure. In this study an attempt has been made to analyze the deflection and bending moment of the anchored pile wall with the depth is described. The stability of slope has been studied for the effect of water table from displacement versus depth and bending moment versus depth considerations.