文章摘要
潮位对桩基础承载性能影响的模型试验
Model Tests on the Effect of Tidal Level on Bearing Behavior of Pile Foundation
  
DOI:10.3969/j.issn.1671-5322.2012.03.005
中文关键词: 潮位  群桩基础承载性能  循环荷载  室内模型试验
英文关键词: Tide change  bearing behavior of pile-group foundation  cyclic loading  indoor model tests
基金项目:
作者单位
刘军 上海电力设计院上海200025 
张宁宁 华电电力科学研究院浙江杭州310030 
陈元俊 福建省建江水利水电设计咨询有限公司福建福州350001 
摘要点击次数: 5401
全文下载次数: 3932
中文摘要:
      潮位变化是影响群桩基础承载性能的一个重要因素。针对潮汐河段群桩基础的承载性能,根据相似性原则,对某大桥南侧主桥群桩地基基础开展考虑潮位影响的室内模型试验,研究了潮位变化引起的低频循环荷载对群桩基础承载性能的影响,试验结果表明:周期性的潮位涨跌使地基土产生硬化,增大了群桩基础的工后沉降。
英文摘要:
      Tide change is an important factor which affects bearing behavior of pile-group foundation.According to the bearing behavior of the pile-group foundation in strong tidal river,and by the similarity principle,indoor model tests for pile-group foundation of a southern main bridge were done.In those tests,the tidal influence was considered.Then the author did research in low-frequency cyclic loading which caused by the change of tidal level effect on settlement and bearing capacity.The research result indicates that the cyclical variation of tidal level lead to the hardening of foundation soil.It causes the post-construction settlement increasing of pile-group foundations.
查看全文   查看/发表评论  下载PDF阅读器
关闭