人民长江Issue(3)：5-8,20,5.DOI:10.16232/j.cnki.1001-4179.2015.03.002
南水北调中线膨胀土渠道安全监测成果分析
Safety monitoring data analysis of expansive soil main canal in Middle Route of South - to - North Water Diversion Project
摘要
Abstract
In order to provide accurate monitoring data for studying the mechanism of expansive soil deformation, multiple sections were selected in the experimental zone that were arranged along the expansive soil canal of Middle Route Project of South - to - North Water Diversion Project The safety monitoring of canal slope and foundation is conducted with consideration of different canal structures. The monitoring results during canal construction period show that the change laws of canal parameters such as external and internal deformation, stress - stain and seepage pressure are normal.关键词
膨胀土渠道/变形/应力应变/渗流渗压/安全监测/南水北调中线工程Key words
expansive soil canal/deformation/stress-stain/seepage pressure/safety monitoring/Middle Route Project of South-to-North Water Diversion分类
建筑与水利引用本文复制引用
吴瑕,方涛..南水北调中线膨胀土渠道安全监测成果分析[J].人民长江,2015,(3):5-8,20,5.基金项目
“十二五”国家科技支撑计划“深挖方膨胀土渠道渠坡抗滑和渠基抗变形技术”(2011BAB10B03) （2011BAB10B03）
