首页 | 官方网站   微博 | 高级检索  
     

湛江湾跨海深水盾构隧道外荷载监测试验研究
引用本文:段峰虎,史清华,樊福发. 湛江湾跨海深水盾构隧道外荷载监测试验研究[J]. 广东水利水电, 2014, 0(3): 1-5
作者姓名:段峰虎  史清华  樊福发
作者单位:[1]广东省水利水电科学研究院,广东省岩土工程技术研究中心,广东广州 510635 [2] 广东水电二局股份有限公司,广东广州511340
摘    要:湛江湾隧道是国内首条采用盾构法施工的跨海隧道,施工及运营期间将承受海底60m水头压力。为了解隧道外侧真实荷载情况,该文创新了深水海底隧道管片外水土压力监测方法,成功有效监测到盾构管片外侧水土压力值。监测成果显示,深水软土盾构隧道外荷载仍以水压为主,水压分布符合静水压强分布规律,监测方法与成果对今后沿海深水软土盾构隧道的设计施工监测具有非常重要参考价值。

关 键 词:湛江湾  跨海深水  盾构隧道  外荷载  监测

Experimental Study on the External Load Monitoring of Deep Sea-crossing Shield Tunnel in Zhanjiang Bay
DUAN Fenghu,SHI Qinghua and FAN Fufa. Experimental Study on the External Load Monitoring of Deep Sea-crossing Shield Tunnel in Zhanjiang Bay[J]. Guangdong Water Resources and Hydropower, 2014, 0(3): 1-5
Authors:DUAN Fenghu  SHI Qinghua  FAN Fufa
Affiliation:Guangdong (1.Research Institute of Water Resources and Hydropower, Geotechnical Engineering Technology Research Center of Guangdong Province, Guangzhou 510635, China; 2. Guangdong NO. 2 Hydropower Engineering Bureau Co. , LTD, Guangzhou 511340, China)
Abstract:Zhanjiang bay tunnel is the domestic first cross-sea tunnel construction by shield method , which will withstand a hydrau-lic pressure of 60m during the construction and operation .In order to understand the tunnel external real load condition , this article innovates the deep tunnel segment outer water and soil pressure monitoring method , which successful and effectivly monitors the lat-eral water and soil pressure value of shield segment .It is shown that , the deep soft soil shield tunnel external load is mainly focus on water pressure , and water pressure follows static water pressure distribution .Monitoring method and results for future deepwater coastal soft soil shield tunnel design and construction monitoring has very important reference value .
Keywords:Zhanjiang bay  deep sea-crossing  shield tunnel  external load  monitoring
本文献已被 维普 等数据库收录!
点击此处可从《广东水利水电》浏览原始摘要信息
点击此处可从《广东水利水电》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-23

京公网安备 11010802026262号