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| 路堤下带帽控沉疏桩复合地基沉降计算及方法分析 | |
| 引用本文： | 雷金波,殷宗泽,黄玲,郑云扬,李茂林.路堤下带帽控沉疏桩复合地基沉降计算及方法分析[J].煤炭工程,2006(1):28-30. |
| 作者姓名： | 雷金波 殷宗泽 黄玲 郑云扬 李茂林 |
| 作者单位： | 1. 南昌航空工业学院,土木系,江西,南昌,330046;河海大学,土木工程学院,江苏,南京,210098 2. 河海大学,土木工程学院,江苏,南京,210098 3. 南昌航空工业学院,土木系,江西,南昌,330046 |
| 摘 要： | 在现场试验的基础上,根据文献1]对带帽控沉疏桩复合地基变形机理的分析,建立了带帽控沉疏桩复合地基计算模型,提出了相应的三种沉降计算模式,并对沉降计算结果进行了适当分析,为带帽控沉疏桩复合地基作用机理理论研究、沉降计算方法分析等方面提供了依据和思路。 |
| 关 键 词： | 带帽控沉疏桩复合地基 计算模型 计算模式 计算方法 |
| 文章编号： | 1671-0959(2006)01-0028-03 |
| 收稿时间： | 2005-09-14 |
| 修稿时间： | 2005年9月14日 |
Analysis on settlement calculation and calculation method of composite foundation with settlement controlled caped piles under embankment |
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| LEI Jin-bo,YIN Zong-ze,HUANG Ling,ZHENG Yun-yang,LI Mao-lin.Analysis on settlement calculation and calculation method of composite foundation with settlement controlled caped piles under embankment[J].Coal Engineering,2006(1):28-30. | |
| Authors: | LEI Jin-bo YIN Zong-ze HUANG Ling ZHENG Yun-yang LI Mao-lin |
| Affiliation: | 1 .Department of Civil Engineering, Nanchang College of Aeronautical Technology, Nanchang, 330046, China; 2.School of Civil Engineering, Hehai University, Nanjing, 210098, China |
| Abstract: | Base on the site tests and according to the analysis on the deformation mechanism of the composite foundation with settlement controlled caped piles,a calculation model of composite foundation with settlement controlled caped piles was set up.The paper provided the related three subsidence calculation formulas and the paper analyzed the subsidence calculation results,which could provide the bases and conceptions for the theoretical research on the function mechanism of the composite foundation with settlement controlled caped piles and the analysis on the subsidence calculation method. |
| Keywords: | composite foundation with settlement controlled caped piles calculation model calculation mode calculation method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |