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地面超载作用下双排桩结构计算分析
引用本文:胡铁权,张洪波. 地面超载作用下双排桩结构计算分析[J]. 中南公路工程, 2014, 0(3): 140-144
作者姓名:胡铁权  张洪波
作者单位:宁波市交通发展前期办公室,浙江宁波315042
摘    要:基于《基坑工程手册(第二版)》中的内容,参照Rankine土压力理论,考虑地面超载作用并结合具体工程实例,推导出考虑地面超载作用土压力分布模式。结合双排桩前后排桩的土压力分配模型,并采用荷载结构法,利用midas计算软件对双排桩进行了结构计算,得出双排桩水平位移和弯矩,对双排桩的设计有一定的指导意义。

关 键 词:土压力  双排桩  荷载  计算

The Structure Calculation and Analysis of Double-row Piles under the Action of Overload on the Ground
HU Tiequan,ZHANG Hongbo. The Structure Calculation and Analysis of Double-row Piles under the Action of Overload on the Ground[J]. Central South Highway Engineering, 2014, 0(3): 140-144
Authors:HU Tiequan  ZHANG Hongbo
Affiliation:(Ningbo Transportation Development Prophase office,Ningbo, Zhejiang 315042, China)
Abstract:Considering the ground surcharge preloading combined with specific engineering exam- ple ,this article is based on the foundation pit engineering handbook (second edition) and Rankine~ earth pressure theory , the load distribution model is deduced with considering the surcharge preloading. Com- bined with the double row pile soil stress distribution model , it use Midas calculation software with the load structure method to calculatedouble row pile structure,and obtain the displacement and bending mo- ment of double row pile horizontal, which has certain guiding significance for the design of double row pile.
Keywords:soil pressure  double row pile  load  calculation
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