期刊文献+

沿海蚝塘回填区地基真空预压加固效果分析 被引量:2

Analysis of consolidating effect by vacuum preloading to backfilled area foundation of coastal oyster ponds
下载PDF
导出
摘要 结合珠海某蚝塘回填区真空预压软基处理工程,从现场监测和检测两方面分析了地基加固效果,结果表明:真空预压后,残余沉降、承载力均达到设计要求,软土各项指标明显改良,真空预压效果良好。 Combining with a soft soil engineering by vacuum preloading at backfilled area of coastal oyster ponds in Zhuhai,the reinforcement effect was analyzed from site monitoring data and testing results.The results showed that the residual settlement and bearing capacity reached the design requirements after consolidation by vacuum preloading,the physical mechanical indexes of the soft clay were improved obviously,the vacuum preloading consolidating effect was fine.
作者 张伟帆
出处 《山西建筑》 2011年第12期61-62,共2页 Shanxi Architecture
关键词 真空预压 加固效果 残余沉降量 承载力 vacuum preloading consolidating effect residual settlement bearing capacity
  • 相关文献

参考文献6

二级参考文献20

  • 1张德强,张丽.真空预压法加固软基施工工艺及其改进[J].山西建筑,2006,32(15):88-89. 被引量:4
  • 2吴峰,张旭东.真空预压法处理公路软基的现场试验研究[J].湖南交通科技,2007,33(1):53-57. 被引量:3
  • 3.JTJ 250-98.港口工程地基规范[S].,..
  • 4陈环.天津软土地基[M].天津:天津科技出版社,1987..
  • 5候钊,天津软土地基,1978年,56页
  • 6陈环 鲍秀清.在负压作用下土体固结机理分析[A]..第8届欧洲土力学和基础工程会议,Vol 2[c].Helsinki,1983.591—596.
  • 7Bergado D T, Chai J C, Miura N, et al. PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading[J]. Geotechnical Engineering, 1998, 29(1): 95 - 122.
  • 8Leong E C, Soemitro R A A, Rahardjo H. Soil improvement by surcharge and vacuum preloading[J]. Geotechnique, 2000, 50(5):601 - 605.
  • 9Tang M, Shang J Q. Vacuum preloading consolidation of Yaoqiang airport runway[J].Geotechnique, 2000, 50(6): 613-623.
  • 10Chu J, Yan S W, Yang H. Soil improvement by the vacuum preloading method for an oil storage station[J]. Geotechnique, 2000,50(6): 625 - 632.

共引文献83

同被引文献13

引证文献2

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部