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"引江济汉"工程膨胀土渠道边坡稳定性及防治对策
引用本文:李智民,江亚鸣,杨宜军."引江济汉"工程膨胀土渠道边坡稳定性及防治对策[J].资源环境与工程,2007,21(2):144-146.
作者姓名:李智民  江亚鸣  杨宜军
作者单位:湖北省水文地质工程地质大队,湖北,荆州,434020
基金项目:国土资源部国土资源大调查项目
摘    要:“引江济汉”工程是南水北调中线工程的补偿工程,推荐线—龙高Ⅰ线有70%的渠道经过膨胀土分布区,在渠道开挖和运行过程中,其边坡可能产生胀缩变形破坏,应采取护坡、放坡、沉箱、排水等工程措施解决。

关 键 词:引江济汉  膨胀土  渠道边坡稳定性  对策
文章编号:1671-1211(2007)02-0144-03
收稿时间:2006-11-07
修稿时间:2006-11-21

The Expansion Clay Bank of the Cannel for 'Leading Water from Yangtze to Hanjiang River' and Relevant Prevention Measures
LI Zhi-min,JIANG Ya-ming,YANG Yi-jun.The Expansion Clay Bank of the Cannel for ''''Leading Water from Yangtze to Hanjiang River'''' and Relevant Prevention Measures[J].Resources Environment & Engineering,2007,21(2):144-146.
Authors:LI Zhi-min  JIANG Ya-ming  YANG Yi-jun
Abstract:The cannel'leading water from Yangtze River to Hanjiang River' is a compensation project in middle section of the northward water transportation.The preferred Longgao-1 cannel goes through the expansion clay where the river bank may undergo deformation damage of expansion-contraction,unless some measures are applied such as slope maintenance,slope lowering,box-sinking and drainage system.
Keywords:'Leading water from Yangtze to Hanjiang river'  expansion clay  stability of bank slope  countermeasures
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