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

成都富水砂卵石地层盾构施工滞后沉降防控措施探讨
引用本文:罗松,张浩然.成都富水砂卵石地层盾构施工滞后沉降防控措施探讨[J].隧道建设,2010,30(3):317-319,335.
作者姓名:罗松  张浩然
作者单位:1. 成都地铁有限责任公司建设事业部土建技术室,成都,610031
2. 中铁隧道集团有限公司科学技术研究所,河南,洛阳,471009
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。

关 键 词:富水砂卵石地层  盾构施工  滞后沉降  防控措施
收稿时间:2010-03-25
修稿时间:2010-04-21

Discussion on Prevention and Control of Delayed Settlement Induced by Shield Tunneling in Water-rich Sandy Cobble Stratum in Chengdu
LUO Song,ZHANG Haoran.Discussion on Prevention and Control of Delayed Settlement Induced by Shield Tunneling in Water-rich Sandy Cobble Stratum in Chengdu[J].Tunnel Construction,2010,30(3):317-319,335.
Authors:LUO Song  ZHANG Haoran
Institution:1. Chengdu Metro Co., Ltd., Chengdu 610031, China; 2. Scientific Research Institute of China Railway Tunnel Group Co., Ltd., Luoyang 471009, Henan, China
Abstract: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.
Keywords:water-rich sandy cobble stratum  shield tunneling  delayed settlement  prevention and control measure
本文献已被 维普 万方数据 等数据库收录!
点击此处可从《隧道建设》浏览原始摘要信息
点击此处可从《隧道建设》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