期刊文献+

成都富水砂卵石地层盾构施工滞后沉降防控措施探讨 被引量:30

Discussion on Prevention and Control of Delayed Settlement Induced by Shield Tunneling in Water-rich Sandy Cobble Stratum in Chengdu
下载PDF
导出
摘要 在成都富水砂卵石地层中采用盾构法施工尚属首次,为探讨解决盾构施工造成地层的滞后沉降引起的地表塌陷问题,通过对产生滞后沉降的原因进行分析,并结合工程施工经验,提出砂卵石地层滞后沉降的预防控制措施。工程实践证明:只要对滞后沉降给予足够认识和充分重视,并采取恰当措施,滞后沉降引起地表塌陷是完全能够减少甚至避免的。 It is the first time that shield tunneling method has been used in the water-rich sandy cobble stratum in Chengdu. In order to solve the problem of ground surface collapse induced by delayed settlement, prevention and control measures for the delayed settlement in sandy cobble stratum are proposed on basis of analysis on the cause for the delayed settlement and construction experience. The engineering practices indicate that the ground surface collapse induced by the delayed settlement can be reduced or even avoided, provided that full understanding and enough attention are paid to the delayed settlement and appropriate measures are taken.
作者 罗松 张浩然
出处 《隧道建设》 2010年第3期317-319,335,共4页 Tunnel Construction
关键词 富水砂卵石地层 盾构施工 滞后沉降 防控措施 water-rich sandy cobble stratum shield tunneling delayed settlement prevention and control measure
  • 相关文献

参考文献3

二级参考文献3

共引文献66

同被引文献235

引证文献30

二级引证文献176

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