Study on Calculation of Settlement of Rigid Pile Composite Foundation under Embankment Load (Part II)

Su Xian Liu; Si Jia Liu

doi:10.4028/www.scientific.net/AMR.816-817.835

Paper Titles

Analysis of Output Performance for Piezoelectric Double Mode Energy Harvester
p.817

Kinematic Analysis of a Novel 3-DOF Parallel Mechanism with Actuation Redundancy
p.821

Analysis of the Motion of Shipboard Missiles under the Excitation of Sea Waves
p.825

Study on Calculation of Settlement of Rigid Pile Composite Foundation under Embankment Load (Part I)
p.831

Study on Calculation of Settlement of Rigid Pile Composite Foundation under Embankment Load (Part II)
p.835

A Dynamic Spectrum Access Method for IBOC Broadcasting Based on the Ear Perception
p.839

Synchronization of Continuous Scalar Chaotic Signal from Uncertain Chaotic System
p.843

Auction-Based Resource Allocation in Computational Grids
p.847

Modeling and Simulation of Hydraulic Power System for Maintenance Training Simulator
p.851

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 816-817Study on Calculation of Settlement of Rigid Pile...

Study on Calculation of Settlement of Rigid Pile Composite Foundation under Embankment Load (Part II)

Abstract:

Base on the analysis of problems of previous pile-soil displacement model, rigid pile settlement under embankment load method was established, this method can also consider the factors of soil and the relative slip between pile and earth deformation dyssynchrony. Some theories were described in part I. In this part, some theoretical calculations and an engineering example was analyzed and shows that the rationality and feasibility of the method.