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基桩承载力反向自平衡试桩法模型试验研究

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针对反向自平衡试桩法在工程实践中可能存在的问题,应用室内模型试验对该方法的可操作性进行研究.首先,设计并浇筑完成了反向自平衡试桩法模型试验装置;其次,分别进行桩身加载和桩顶加载试验,得到试验数据;最后,将试验结果和经验公式法计算结果进行对比分析.研究结果表明:反向自平衡试桩法荷载箱位置难以同时满足两次加载所需平衡力的要求,且结果还受加载顺序和上下段桩之间预留间距影响,还需对最优加载顺序确定、荷载补偿、上下段桩间预留距离确定等问题进行研究.
Research on Model Test of Reverse Self-Balanced Pile Testing Method for Pile Bearing Capacity
As for the application of reverse self-balanced pile testing method in engineering practice,the feasibility of this method is studied through indoor model test.Firstly,the model test device was designed and poured.Secondly,the test data were obtained by conducting the loading tests of pile body and top respectively.Finally,the test results were compared with the calculation result by using the empirical formula method.The research results show that the position of load box cannot provide enough balance force required by two loading at the same time based on the reverse self-balance pile testing method.The results are also affected by the loading sequence and the reserved spacing between the upper and lower piles.In addition,A series of researches must be conducted,which covers the determination of the optimal loading sequence,load compensation,and the determination of the reserved distance between the upper and lower piles.

foundation pileempirical formula methodself-balanced pile testing methodreverse self-balanced pile testing methodmodel test devicecurve Q-s

李永、刘志杰、刘永莉

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中交第一航务工程勘察设计院有限公司,天津 300220

天津市海岸与近海工程岩土与结构重点实验室,天津 300222

湖北工业大学土木建筑与环境学院,湖北武汉 430068

基桩 经验公式法 自平衡试桩法 反向自平衡试桩法 模型试验装置 Q-s曲线

2024

港工技术
中交第一航务工程勘察设计院有限公司

港工技术

影响因子:0.262
ISSN:1004-9592
年,卷(期):2024.61(4)