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不同支护结构的桩身应力及其分析
引用本文:李俊才,罗国煜,戴加东.不同支护结构的桩身应力及其分析[J].高校地质学报,2004,10(2):297-304.
作者姓名:李俊才  罗国煜  戴加东
作者单位:1. 南京大学地球科学系,南京 210093; 2. 南京工业大学土木工程学院,南京 210009
摘    要:钻孔灌注桩悬臂支护结构和单层支点混合支护结构是常用的深基坑支护结构型式,钻孔灌注桩连拱式组合拱结构是一种新型的支护结构型式。通过对南京某大厦深基坑开挖过程中,桩身应力的实测研究和对比分析,获得了在相同的工程水文地质、施工和降水条件下,3种不同支护结构的受力主筋在不同深度的应力大小及其分布形态,为设计计算和钻孔灌注桩连拱式组合拱结构的推广应用积累了宝贵资料。

关 键 词:钻孔灌注桩悬臂支护结构  单层支点混合支护结构  钻孔灌注桩连拱式组合拱结构  桩身应力
文章编号:1006-7493(2004)02-297-08
收稿时间:2004-06-20
修稿时间:2004年3月10日

In Situ Measured Data and Systematic Study of Pile Body Stress in Different Retaining Structures
LI Jun-cai ,LUO Guo-yu ,DAI Jia-dong.In Situ Measured Data and Systematic Study of Pile Body Stress in Different Retaining Structures[J].Geological Journal of China Universities,2004,10(2):297-304.
Authors:LI Jun-cai    LUO Guo-yu  DAI Jia-dong
Institution:1. Department of Earth Sciences, Nanjing University, Nanjing 210093, China; 2. Institute of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China
Abstract:Borehole cast-in-place concrete pile cantilever retaining structure and single-pivot mixed retaining structure are usually deep-foundation retaining structures. Borehole cast-in-place concrete pile multi-arch retaining structure is a new retaining structure. Based on the in situ measured data and discussion on pile body stress at certain deep-foundation pit excavation in Nanjing city,the magnitudes and distribution patterns of force acted on single retaining pile at different excavation depths in different retaining structures under same engineering geological and hydrogeological conditions,but in the same conditions of construction and cut down groundwater were obtained. Valuable information is provided in this paper for retaining structure design of pit excavation and extending use of borehole cast-in-place concrete pile multi-arch retaining structure.
Keywords:borehole cast-in-place concrete pile cantilever retaining structure  single-pivot mixed retaining structure  borehole cast-in-place concrete pile multi-arch retaining structure  pile body stress
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