期刊文献+

湿陷性黄土强夯加固振动试验研究 被引量:16

EXPERIMENT STUDY ON VIBRATION TO IMPROVE COLLAPSIBLE LOESS WITH DYNAMIC COMPACTION
下载PDF
导出
摘要 对采用强夯法加固湿陷性黄土地基所产生的振动影响进行了试验,归纳出了振动在湿陷性黄土中的衰减规律,分析了加固振动对毗邻建筑及人体舒适度的影响情况、黄土振陷产生的原因及条件。试验结果表明:强夯施工会产生巨大的振动,这种振动在湿陷性黄土中衰减很快;振动会对毗邻建筑产生破坏性影响并影响人的舒适度,当单击夯击能较大时,可能会使黄土产生振陷。 Dynamic compaction was widely used to reinforce the collapsible loess foundation. But in urban areas or compression building areas, the vibration caused by this construction method may be effects the comfortableness of residents or damages the adjacent building structures. In this paper, the effect of vibration was tested to improve dynamic loess foundation with dynamic compaction in a typical collapsible loess site. The attenuation regularity of vibration wave in the ground of collapsible loess was concluded with regression method, and the influence on the adjacent buildings and the comfortableness of human body was analyzed. At the same time, the reasons and conditions of vibration-subsidence were analyzed. These results and regularities are compared with those of down hole dynamic compaction (DDC). The results of experiment and analysis demonstrate that the vibration caused by dynamic compaction is tremendous, but it's a swift attenuation; and it may influence the adjacent buildings and comfortableness of human body in some boundary, and may lead collapsible loess to vibration subsidence when the energy is high enough. So the effect of vibration on adjacent buildings and comfortableness of residents need to be paid attention to; and the construction parameters need to be controlled when constructing in urban areas or compression building areas.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2005年第18期3393-3397,共5页 Chinese Journal of Rock Mechanics and Engineering
基金 兰州交通大学"青篮"人才工程资助项目(QL–05–08A)
关键词 土力学 湿陷性黄土 强夯 振动 舒适性 振陷 soil mechanics collapsible loess dynamic compaction vibration comfortableness vibration-subsidence
  • 相关文献

参考文献11

  • 1王钟琦.强夯机理及其环境影响[A]..第四届土力学及基础工程学术会议论文集[C].北京:中国建筑工业出版社,1986..
  • 2张永均.强夯法加固地基中几个问题的探讨[J].施工技术,1981,(2):16-20.
  • 3郭志恭.夯坑基础[J].岩土工程学报,1991,13(2):98-106. 被引量:3
  • 4中华人民共和国行业标准编写组.建筑地基处理技术规范(JGJ79-91)[S].北京:中国计划出版社,1992..
  • 5梅璋 黄进生.建筑施工手册[M].北京:中国建筑工业出版社,1992..
  • 6Yamada M, Goto T. Criteria for motions in tall buildings, college of engineering[R]. Tokyo: Hosei University, 1995.
  • 7刘尚培.风对结构的作用--风工程导论[M].上海:同济大学出版社,1992..
  • 8邹立华,杨继前.西固花园小区地基处理[J].甘肃科技,1999,15(2):34-35. 被引量:3
  • 9刘景政.地基处理与分析实例[M].北京:中国建筑工业出版社,1998..
  • 10Leonards G A, Cutter W A, Holtz R D. Dynamic compaction of granular soil[J]. Journal of Geotechnical Engineering, Division,ASCE, 1998, 106(1): 257 -264.

二级参考文献1

  • 1李席珍,基础设计手册,1985年

共引文献17

同被引文献180

引证文献16

二级引证文献79

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