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

机译:PHC管桩竖向极限承载力计算方法研究及数值模拟分析

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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.Key words: PHC pipe pile / Static sounding method / Single pile vertical ultimate bearing capacity / Correction / Experience parameter method / FLAC3D software / The numerical simulation
机译:根据安徽省怀远县新湾广场的PHC管桩设计,并结合土塞的影响,计算了单桩极限承载力的静力测深法和经验法的单桩极限承载力试验结果。单桩,计算侧向阻力和端向阻力的公式,静力测深法和计算承载力的修正公式的计算结果与试验桩的结果一致。结合安徽省怀远市新湾广场工程,通过静载荷试验,研究了PHC管桩的荷载传递机理,分析了竖向荷载,桩身和桩体沉降的变化规律以及桩身的使用。有限差分软件FLAC3D对PHC管桩进行了静载荷试验模拟,模拟结果与实测的沉降曲线吻合。关键词:PHC管桩/静态测深法/单桩竖向极限承载力/修正/经验参数法/ FLAC3D软件/数值模拟

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