首页 | 本学科首页   官方微博 | 高级检索  
     

地铁隧道盾构管片氯离子传输模型及特性分析
引用本文:王凯,林静,肖勇,任亮,吴泉水. 地铁隧道盾构管片氯离子传输模型及特性分析[J]. 硅酸盐通报, 2018, 37(1): 35-40
作者姓名:王凯  林静  肖勇  任亮  吴泉水
作者单位:华东交通大学土木建筑学院,南昌,330013
基金项目:国家自然科学基金(51478183)%江西省青年科学家培养对象计划(20142BCB23012)%江西省高等学校科技落地计划(KJLD13039)
摘    要:基于混凝土不同深度处的氯离子浓度分布测定试验,采用Matlab数值模拟方法研究了杂散电流对氯离子向地铁隧道盾构管片内传输性能的影响,并引入杂散电流影响系数建立了一种考虑杂散电流作用效应的氯离子扩散系数时变预测模型.结果表明:杂散电流明显加速了氯离子向地铁隧道盾构管片内的扩散,增大了混凝土不同深度处的氯离子含量.杂散电流对氯离子向地铁隧道盾构管片内传输性能的影响与杂散电流强度之间符合指数函数关系.模型计算结果和试验结果吻合良好.

关 键 词:地铁盾构管片  氯离子传输  预测模型  杂散电流  数值模拟,

Chloride Ion Transport Model and Properties Analysis of Subway Shield Tunnel Segment
WANG Kai,LIN Jing,XIAO Yong,REN Liang,WU Quan-shui. Chloride Ion Transport Model and Properties Analysis of Subway Shield Tunnel Segment[J]. Bulletin of the Chinese Ceramic Society, 2018, 37(1): 35-40
Authors:WANG Kai  LIN Jing  XIAO Yong  REN Liang  WU Quan-shui
Abstract:The effect of stray current on transmission performance of chloride ion into shield segment of Metro Tunnel were investigated by Matlab simulation based of the determination of chloride concentration distribution at different depths of concrete.In addition,the time dependent prediction model of chloride diffusion coefficient in concrete influencing by stray current was established by introducing the influence coefficient of stray current.The study shows that, the diffusion of chloride ions into shield segments of metro tunnels and the chloride ion content at different depths of the concrete were obviously increased after stray currents action.The relationship between the effect of stray current on the transmission performance of chloride ion into the shield segment of subway tunnel and the stray current is accorded with exponential function.The results of model calculation have a good correlation with the measured results.
Keywords:subway tunnel segment  chloride ions transport  prediction model  stray current  numerical simulation,
本文献已被 CNKI 等数据库收录!
点击此处可从《硅酸盐通报》浏览原始摘要信息
点击此处可从《硅酸盐通报》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