长江科学院院报2009，Vol.26Issue(11)：1-9,9.
南水北调中线膨胀土(岩)地段渠道破坏机理和处理技术研究
Failure Mechanism and Treatment Technology of Expansive Soil Slope of Middle Route Project
摘要
Abstract
The length of the South-to-North Water-Transfer Project general canal involving the expansive soil (rock) is approximately 386. 8 km. The treatment of the expansive soil (rock) is the main technical problem to be tackled. In the project supported by the National Key Technology R&D Program, various research means have been employed to investigate the failure mechanism of the expansive soil ( rock) cannel slope comprehensively. The slope stability analysis method for the expansive soil cannel slopes has been proposed, the economic and applicable treatment measures have been put forward. In this paper, the research content, technical route are introduced and the results of the project systemically illustrated. The research results could also provide reference for the relevant research and engineering projects.关键词
南水北调中线工程/膨胀土(岩)/渠道/破坏机理/处理技术Key words
Middle Route Project (MRP) for South to-North Water transfer/ expansive soil/ canal/ failure mecha-nism/ treatment technology分类
建筑与水利引用本文复制引用
李青云,程展林,龚壁卫,郭熙灵,包承纲..南水北调中线膨胀土(岩)地段渠道破坏机理和处理技术研究[J].长江科学院院报,2009,26(11):1-9,9.基金项目
国家"十一五"科技支撑计划项目(2006BAB04A10) （2006BAB04A10）
