[1]别学清,熊佩中.浅析防渗排水复合体在泰州引江河二期工程 砂性土段排泥场中的应用[J].江苏水利,2016,(02):39-41.
　BIE Xueqing,XIONG Peizhong.Initial analysis on application of seepage control and drainage composite in Taizhou Yinjiang River phase II project sandy soil segment of mud-dumping yard[J].JIANGSU WATER RESOURCES,2016,(02):39-41.
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浅析防渗排水复合体在泰州引江河二期工程 砂性土段排泥场中的应用 ()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2016年02期
页码:
39-41
栏目:
江苏水论坛
出版日期:
2016-02-15

文章信息/Info

Title:
Initial analysis on application of seepage control and drainage composite in Taizhou Yinjiang River phase II project sandy soil segment of mud-dumping yard
文章编号:
1007-7839（2016）02-0039-03
作者:
别学清1; 熊佩中2
1.江苏省工程勘测研究院有限公司，江苏 扬州 225002；
2.盐城市河海工程建设监理中心，江苏 盐城 224002
Author(s):
BIE Xueqing; XIONG Peizhong
1. Jiangsu Engineering Surveying Institute Co. ltd，Yangzhou 225002，Jiangsu；
2. Yancheng Engineering Construction Supervision Center，Yancheng 224002，Jiangsu
关键词:
泰州引江河; 防渗排水复合体; 渗流稳定; 排泥场; 砂性土段; 围堰; 水头高度
Keywords:
Taizhou Yinjiang River; seepage control and drainage composite; seepage stability; mud-dumping yard; sandy soil segment; cofferdam; water head height
分类号:
TV551.3
文献标志码:
B
摘要:
泰州引江河二期工程存在多处河坡和围堰坡脚渗流不稳定，本文分步骤详述了将防渗排水复合体应用于泰州引江河二期工程砂性土段排泥场的实施过程，分析监测效果，说明边坡防渗排水复合体在保证围堰渗流稳定性方面的重要作用。
Abstract:
There is several river slope and toe of cofferdam slope seepage instability in Taizhou Yinjiang River phase II project. Construction process of seepage control and drainage composite applied in Taizhou Yinjiang River phase II project sandy soil segment of mud-dumping yard is amplified by steps in this article. Monitor results is analyzed，which show that seepage control and drainage composite of slope plays an important role in seepage stability of cofferdam.

相似文献/References:

[1]樊锦川,杨校礼,侯煜,等.泰州引江河口门区泥沙淤积特征及成因分析[J].江苏水利,2024,(07):61.
　FAN Jinchuan,YANG Xiaoli,HOU Yu,et al.Analysis of the characteristics and causes of sediment accumulation in entrance area of Taizhou Diversion River[J].JIANGSU WATER RESOURCES,2024,(02):61.

更新日期/Last Update: 2016-02-25