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预成孔植入管桩竖向抗压承载性能试验研究

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为探究新型桩基结构—预成孔植入管桩的竖向承载特性,以福建近海典型地区某公路桥梁工程为依托,开展竖向承载力现场试验,并采用ABAQUS数值模拟进一步探讨加固体参数对其竖向承载特性的影响.现场试验结果表明:在近海典型地层中,预成孔植入管桩表现出摩擦端承桩的工作性状,其桩顶荷载-桩顶沉降曲线呈缓降型变化,非极限状态下桩顶沉降略大于等外径的混凝土灌注桩;旋挖植入管桩与桩周土(岩)界面的抗剪性能最佳,其桩侧极限摩阻力普遍高于其他桩型30%以上.在工程设计中,应充分考虑加固体对桩端岩层的强化嵌固效应以及桩基承载特性的影响,采用150 mm~200 mm、100 mm~200 mm作为水泥土桩、细石混凝土桩的设计厚度;建议对粉质黏土、强风化凝灰岩层处的旋挖植入管桩侧摩阻力标准值调整系数分别取1.3 和1.4~1.7,并以《建筑桩基技术规范》中混凝土预制桩极限桩端阻力标准值为基数进行桩端阻力计算.
Experimental Study on Vertical Compressive Bearing Performance of Pre-formed Implanted Pipe Pile
In order to explore the vertical load-bearing characteristics of the novel pile foundation structure,the pre-drilled and implanted pipe pile,based on a highway project in a typical offshore area of Fujian,field test was carried out to provide the load-bearing capacity and stress characteristics of this type of pile foundation.Additionally,numeri-cal simulations based on ABAQUS were adopted to further investigate the influence of solidification parameters on its vertical load-bearing behavior.The field test results show that:in the typical offshore stratum,the pre-fabricated im-planted pipe pile shows the working behavior of friction tip-bearing pile,and its Q-S curve shows a slow-decreasing change,and the top settlement of the pile in the off-limit condition is slightly larger than that of the concrete piles of the same outside diameter;the rotary implanted pipe pile has the best shear performance at the interface of the pile and the periportal soil(rock),and the ultimate friction resistance of the pile is generally higher than that of the other pile types by more than 30%.In the engineering design,it should also need to fully consider the reinforced embedding effect of added solid on the rock layer at the pile end and the influence of bearing characteristics of the pile foundation.150 mm~200 mm and 100 mm~200 mm are adopted as the design thicknesses of cement pile and fine stone concrete pile;it is recommended that the adjustment coefficients of standard value of lateral friction resistance of rotary implan-ted pipe piles at the layers of pulverized clay and strongly weathered tuff should be taken as 1.3 and 1.4~1.7,and take the standard value of ultimate pile tip resistance of precast concrete piles in Technical Specification for Building Pile Foundation(JGJ94-2008)as the base for calculation of pile tip resistance.

pile foundation engineeringpre-formed implanted tubular pilesfield experimentbearing charac-teristicsnumerical simulation

陈礼榕、邱俊峰、王坛华、邓涛、赖鹏安

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福建省交通规划设计院有限公司,福建 福州 350004

近海公路建设与养护新材料技术应用交通运输行业研发中心,福建 福州 350004

福州大学土木工程学院,福建 福州 350108

桩基工程 预成孔植入管桩 现场试验 承载特性 数值模拟

2024

水利与建筑工程学报
西北农林科技大学

水利与建筑工程学报

影响因子:0.383
ISSN:1672-1144
年,卷(期):2024.22(6)