%0 Journal Article
%T Research on Effect of Heap Loading on Deformation and Mechanical Properties of Bridge Double Pile Foundation on Steep Slope
%A Hao Luo
%J Open Journal of Civil Engineering
%P 117-130
%@ 2164-3172
%D 2020
%I Scientific Research Publishing
%R 10.4236/ojce.2020.102011
%X In order
to analyze the deformation and stress characteristics of the pile foundation on
the slope<span><span><span style=\"font-family:\" capt\",serif;\"=\"\" pro=\"\" minion=\"\">, </span></span></span><span><span><span style=\"font-family:\" capt\",serif;\"=\"\" pro=\"\" minion=\"\">this paper uses the finite element software Abaqus for numerical
simulation.</span></span></span><span><span><span style=\"font-family:\" capt\",serif;\"=\"\" pro=\"\" minion=\"\"> </span></span></span><span><span><span style=\"font-family:\" capt\",serif;\"=\"\" pro=\"\" minion=\"\">The displacement and stress data of pile under different working conditions
(the combination of heap load and vertical load and horizontal load and inclined
load) were collected</span></span></span><span><span><span style=\"font-family:\" capt\",serif;\"=\"\" pro=\"\" minion=\"\">; </span></span></span><span><span><span style=\"font-family:\" capt\",serif;\"=\"\" pro=\"\" minion=\"\">the distribution of pile displacement, axial force and bending moment were
analyzed. Simulation results show that: slope top loading has little effect on vertical
displacement</span></span></span><span><span><span style=\"font-family:\" capt\",serif;\"=\"\" pro=\"\" minion=\"\">;</span></span></span><span><span><span style=\"font-family:\" capt\",serif;\"=\"\" pro=\"\" minion=\"\"> when the heap load exceeds 200 kPa, the horizontal displacement is greatly
affected. Pile axial force decreases with pile burial depth</span></span></span><span><span><span style=\"font-family:\" capt\",serif;\"=\"\" pro=\"\" minion=\"\">; </span></span></span><span><span><span style=\"font-family:\" capt\",serif;\"=\"\" pro=\"\" minion=\"\">pile lateral
resistance plays a more adequate role in the rock and soil layer. The bending moment
of double pile foundation is positive at the top and negative at the bottom.</span></span></span><span><span><span style=\"font-family:\" capt\",serif;\"=\"\" pro=\"\" minion=\"\"> </span></span></span><span><span><span style=\"font-family:\" capt\",serif;\"=\"\" pro=\"\" minion=\"\">Applied oblique
load has obvious p-жд effect.</span></span></span>
%K High and Steep Slope
%K Double Pile Foundation
%K Numerical Modeling
%K Heap Load
%K Abaqus
%K Influence Degree
%U http://www.scirp.org/journal/PaperInformation.aspx?PaperID=99898