摘要
为给膨胀土变形机理研究提供准确的监测数据,在南水北调中线工程膨胀土渠道设置了试验区,选取多个监测断面,结合渠道结构布置监测项目,对渠坡和渠基进行安全监测。对渠道施工期的安全监测成果分析表明,渠道的外部变形、内部变形、应力应变、渗流渗压等变化规律基本正常。监测成果可为膨胀土变形机理研究提供数据支撑。
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.
出处
《人民长江》
北大核心
2015年第3期5-8,20,共5页
Yangtze River
基金
"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)
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
expansive soil canal
deformation
stress-stain
seepage pressure
safety monitoring
Middle Route Project of South-to-North Water Diversion