EXPERIMENTAL STUDY ON TIME EFFECT OF WET DRILLING PILE  

湿作业成孔钻孔灌注桩时间效应试验(英文)

作　　者：程晔[1,2] 龚维明[1] 戴国亮[1] 季杰[3] 

机构地区：[1]东南大学土木工程学院 [2]南京航空航天大学航空宇航学院 [3]东南大学建筑设计研究院

出　　处：《Transactions of Nanjing University of Aeronautics and Astronautics》2008年第4期311-317,共7页南京航空航天大学学报（英文版）

摘　　要：Time effect of wet drilling pile is investigated through the static load experiment on pile No. 22 of Guanhe Bridge. Post-grouting under pile tip is adopted in the project. To study the bearing performance of the pile, the self-balanced method is used and two load cells are assembled in the pile body. The experiments are carried out before and after post-grouting. The upper part of the pile is not influenced by post-grouting under the pile tip. Experimental results of the upper part of the pile show that the bearing capacity and the rigidity of wet drilling pile increase with time passing on. Analysis results show the time effect of wet drilling pile is influenced by many factors, such as alteration of stress field around pile, characteristics of soil around pile, variety of mud cake, and property of residue under pile tip.通过灌河大桥22号试桩的静载试验,研究了湿作业成孔钻孔灌注桩的时间效应。该工程运用了桩端后压浆技术,为研究压浆前后桩的承载性能的变化,试验采用了自平衡方法,在桩身设置了双荷载箱,并分别在压浆前后进行了试验。该桩的上段桩不受桩端后压浆的影响,对比该桩的上段桩在不同时间的试验结果,其极限承载力和刚度随时间增长,证实了湿作业成孔的钻孔灌注桩存在时间效应。湿作业成孔钻孔灌注桩的时间效应的机理复杂,分析表明,其受桩周应力场变化、桩周土体性质、泥皮变化和桩底沉渣性质等多种因素的影响。

关 键 词：bearing capacity drilling pile time effect self-balanced 

分 类 号：TU473.1[建筑科学—结构工程]