A Study of PHC Pipe Pile Vertical Ultimate Bearing Capacity Calcula-tion Method and its Numerical Simulation Analysis

MATEC Web of Conferences

Fang Guangxiu¹  Zhou Xin¹ 

[1] Department of Building Structural Engineering, Yanbian University;

关键词: PHC pipe pile;    Static sounding method;    Single pile vertical ultimate bearing capacity;    Correction;    Experience parameter method;    FLAC3D software;    The numerical simulation;   

DOI  :  10.1051/matecconf/20152204024

来源: DOAJ

【 摘 要 】

According to the PHC pipe pile design of Xinwan Plaza, Huaiyuan, Anhui and pile test results of static sounding method and experience method using the ultimate bearing capacity of single pile are calculated, considering the effect of soil plug the influence of vertical ultimate bearing capacity of single pile, and the formula for calculating the lateral resistance and end resistance, static sounding method and the correction formula to calculate the bearing capacity calculated results was coincident with the results of test pile. Combining with the project of Xinwan Plaza, Huaiyuan, Anhui, through the static load test, a study of the load transfer mechanism of PHC pipe pile, analyzes the vertical load, the change rule of the settlement of pile body and pile and the use of finite difference software FLAC3D simulation of the PHC pipe pile static load test, the simulation results agreed with the measured load-settlement curve.

【 授权许可】

Unknown