首页 | 本学科首页   官方微博 | 高级检索  
     

建筑桩基承载力计算探讨
引用本文:夏锦红,赵磊,畅君文.建筑桩基承载力计算探讨[J].建筑科学,2008,24(11).
作者姓名:夏锦红  赵磊  畅君文
作者单位:武汉理工大学,武汉,430070;新乡学院,河南,新乡,453003;新乡学院,河南,新乡,453003;上海华东建筑设计研究院,上海,200002
摘    要:通过软土地区桩基测试与规范计算结果的比较,结合桩基工作原理提出摩擦型单桩极限承载力计算的改进建议:应首先并着重考虑上部土层极限摩阻力的充分发挥,再逐级向下层累积计算;继而提出r侧摩阻力发挥系数的概念,以及单桩承载力的发挥应与土层相对位移相关.

关 键 词:工程桩  极限承载力  摩阻力

The Discussion on Bearing Capacity Calculation of Building Pile
XIA Jin-hong,ZHAO Lei,CHANG Jun-wen.The Discussion on Bearing Capacity Calculation of Building Pile[J].Building Science,2008,24(11).
Authors:XIA Jin-hong  ZHAO Lei  CHANG Jun-wen
Affiliation:XIA Jin-hong~(1,2),ZHAO Lei~2,CHANG Jun-wen~3(1.Wuhan University of Technology,Wuhan 430070,China,2.Xinxiang Institute,Xinxiang 453003,Henan,3.East China Architectural Design & Research Institute Co.,Ltd,Shanghai 200002,China)
Abstract:By comparison between the data generated from pile testing in soft soil zone and the calculated results based on code in addition to the working principle of piles,it is suggest that the calculation of ultimate bearing capacity for the frictional single pile should firstly allow for the maximum loading of friction resistance of upper soil,and then calculation of the accumulated loading of lower soil is made step by step,from which the concept of side friction resistance development coefficient is introduces...
Keywords:pile  ultimate bearing capacity  resistance  
本文献已被 CNKI 万方数据 等数据库收录!
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