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基于能量法的大直径超长钢管桩溜桩问题分析
引用本文:闫澍旺,陈浩,贾沼霖,林澍,孙立强.基于能量法的大直径超长钢管桩溜桩问题分析[J].海洋工程,2016,34(3):63-71.
作者姓名:闫澍旺  陈浩  贾沼霖  林澍  孙立强
作者单位:天津大学 建工学院,天津 300072;天津大学 建工学院,天津 300072;1. 天津大学 建工学院,天津 300072; 2. 华电重工股份有限公司博士后科研工作站,北京 100070;天津大学 建工学院,天津 300072;天津大学 建工学院,天津 300072
基金项目:国家自然科学基金资助项目(51322904; 51279127; 41372291)
摘    要:海洋桩平台采用大直径超长桩,由于桩、锤的重量很大,沉桩过程中经常发生溜桩现象。因此为了便于打桩控制,判断溜桩的范围是非常必要的。结合实际工程对溜桩的过程和发生机理进行了探讨;利用PCPT原位测量资料,基于能量法建立了判断溜桩范围的分析计算方法。针对南海油田典型的平台桩沉桩过程中的溜桩问题进行了分析计算,验证了所提出的方法的合理性,可供桩设计以及沉桩施工参考。

关 键 词:沉桩  溜桩  静力触探  能量守恒  单桩承载力

Research on the mechanism and calculation method for pile-running of long and large diameter piles based on energy conservation method
YAN Shuwang,CHEN Hao,JIA Zhaolin,LIN Shu and SUN Liqiang.Research on the mechanism and calculation method for pile-running of long and large diameter piles based on energy conservation method[J].Ocean Engineering,2016,34(3):63-71.
Authors:YAN Shuwang  CHEN Hao  JIA Zhaolin  LIN Shu and SUN Liqiang
Institution:School of Civil Engineering, Tianjin University, Tianjin 300072, China;School of Civil Engineering, Tianjin University, Tianjin 300072, China;1. School of Civil Engineering, Tianjin University, Tianjin 300072, China; 2. Huadian Heavy Industries Co., LTD., Beijing 100070, China;School of Civil Engineering, Tianjin University, Tianjin 300072, China;School of Civil Engineering, Tianjin University, Tianjin 300072, China
Abstract:Super long and large diameter piles are commonly adopted for constructing ocean platform foundations. The pile-running phenomenon frequently takes place because of the great weight of both the pile and the hammer. The mechanism of pile-running is discussed associated with case analysis. A predicting procedure is established based on the energy conservation method of the running pile. The suggested method is used to predict a pile-running case in a practical project in the South China Sea, and the calculated results agree well with the observed data.
Keywords:pile penetration  pile-running  PCPT  energy conservation  bearing capacity
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