首页 | 本学科首页   官方微博 | 高级检索  
     检索      

超长群桩的模型试验研究
引用本文:王 成,林 胜,李晓红.超长群桩的模型试验研究[J].岩土力学,2007,28(Z1):74-78.
作者姓名:王 成  林 胜  李晓红
作者单位:重庆交通大学 土木建筑学院,重庆 400074
基金项目:交通部西部交通科技项目(No.200331822316)。
摘    要:针对超长群桩使用较多而深入研究较少的现状,设计并完成了不同桩间距的3组超长群桩模型试验。通过超长群桩模型试验数据分析了超长群桩的荷载传递机制和承载力特性,得到了超长群桩侧阻力与桩间距的关系、超长群桩承载力与桩间距的关系以及超长群桩效应系数与桩间距的关系。通过超长群桩轴力分布研究了超长群桩的有效桩长问题,其结果对于超长群桩的理论研究和工程应用具有重要参考价值。

关 键 词:模型试验  超长群桩  超长群桩Q-S曲线  有效桩长  
收稿时间:2007-05-31

Model test study of super-long pile groups
WANG Cheng,LIN Sheng,LI Xiao-hong.Model test study of super-long pile groups[J].Rock and Soil Mechanics,2007,28(Z1):74-78.
Authors:WANG Cheng  LIN Sheng  LI Xiao-hong
Institution:College of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing 400074, China
Abstract:Considering the fact that the super-long pile groups are used very often and lucubrated less, three pile group models with deferent pile spaces are designed and done. Based on the model test data of super long-pile groups, the load transfer mechanism and the bearing behavior are analyzed. The relations between the pile group efficiency and pile spacing, between the pile capacity and pile spacing and between the skin friction and pile spacing are obtained. Through the axial force of super-long pile, the valid length problem is researched into. Results above are provided as important references to the theoretical research and technical application of super-long pile groups.
Keywords:model test  super-long pile group  Q-S curve for super-long pile group  valid length of pile group  pile group efficiency  
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》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