首页 | 本学科首页   官方微博 | 高级检索  
     

不同受载方式下桩侧阻的渗水力模型试验研究
引用本文:黄锋,黄文峰,李广信,吕禾. 不同受载方式下桩侧阻的渗水力模型试验研究[J]. 岩土工程学报, 1998, 20(2): 10-14
作者姓名:黄锋  黄文峰  李广信  吕禾
作者单位:清华大学水利水电工程系;
基金项目:等学校博士学科点专项科研基金
摘    要:利用n·g渗水力土工模型试验对垂直受载桩在桩顶压桩,桩顶拔桩及桩底托桩等受载方式下的桩侧摩阻力的发展规律进行了试验研究,得到了侧阻与位移的关系、侧阻强度沿桩身的分布以及侧阻强度和相应截面位移之间的关系,试验成果在一定程度上揭示了侧阻发展的机理。

关 键 词:  拔桩  桩侧阻力  渗水力模型试验  

Study about the shaft resistances of piles in different loading ways by hydraulic gradient test
Huang Feng,Huang Wenfeng,Li Guangxin,Lu He. Study about the shaft resistances of piles in different loading ways by hydraulic gradient test[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(2): 10-14
Authors:Huang Feng  Huang Wenfeng  Li Guangxin  Lu He
Affiliation:Department of Hydraulic Engineering Tsinghua University Beijing 100084
Abstract:In this paper, a series of n·g hydraulic gradient tests have been done to study the shaft resistances of vertically loaded piles in different loading ways. The loading ways include: compressive loading on pile top, tensile loading on pile top and tensile loading on pile bottom. The experimental results include the relationship between shaft resistance and settlement, the distribution of shaft resistance intensity along pile and the relationship between shaft resistance intensity and displacement. The experimental results have, to a certain extent, revealed the mechanism of shaft resistance.
Keywords:pile  pile extraction  shaft resistance  hydraulic gradient model test.
本文献已被 维普 等数据库收录!
点击此处可从《岩土工程学报》浏览原始摘要信息
点击此处可从《岩土工程学报》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号