首页 | 本学科首页   官方微博 | 高级检索  
     

软土真空预压加固设计的沉降系数法
引用本文:周治钊,肖明贵,吴名江. 软土真空预压加固设计的沉降系数法[J]. 路基工程, 2011, 0(2): 85-87
作者姓名:周治钊  肖明贵  吴名江
作者单位:1.桂林理工大学土木与建筑工程学院, 广西桂林 541004
基金项目:广西研究生教育创新计划资助项目
摘    要:固结度的计算和沉降量的预测在真空预压加固设计中是重点,目前对固结度的计算研究已较成熟,但对沉降量的预测研究却较少。以上海尤妮佳公司生产楼真空预压加固场地为例,介绍一种利用沉降系数m来预测沉降量的方法。通过监测验证,表明效果很好。

关 键 词:真空预压   固结度   沉降   分析
收稿时间:2019-11-10

Settlement Coefficient Method for Soft Soil Reinforcement Design by Vacuum Preloading
ZHOU Zhi-zhao,XIAO Ming-gui,WU Ming-jiang. Settlement Coefficient Method for Soft Soil Reinforcement Design by Vacuum Preloading[J]. , 2011, 0(2): 85-87
Authors:ZHOU Zhi-zhao  XIAO Ming-gui  WU Ming-jiang
Affiliation:1.School of Civil and Architectural Engineering,Guilin University of Technology,Guilin 41004,Gunagxi,China;2.Shanghai Tongheli Office of Geotechnical Engineering,Shanghai,201700,China)
Abstract:Calculation of consolidation degree and prediction of settlement are the most important part in vacuum preloading reinforcement design.At present,the research on the degree of consolidation is relatively mature,but how to predict the settlement is rarely researched.Taking vacuum preloading reinforcement site of Shanghai Unicharm Production House for example,the method for prediction of settlement using settlement coefficient m is introduced in this paper,which is verified with good effect through monitoring.
Keywords:vacuum preloading  degree of consolidation  settlement  analysis
本文献已被 维普 万方数据 等数据库收录!
点击此处可从《路基工程》浏览原始摘要信息
点击此处可从《路基工程》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