[1]陈 娟,马素俊,潘 盼.长江堤防防渗处理方案优选[J].江苏水利,2019,(03):61-64.
　CHEN Juan,MA Sujun,PAN Pan.Optimization of anti-seepage treatment plan for Yangtze River embankment[J].JIANGSU WATER RESOURCES,2019,(03):61-64.
点击复制

长江堤防防渗处理方案优选()
分享到：

《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2019年03期
页码:
61-64
栏目:
水利工程管理
出版日期:
2019-03-15

文章信息/Info

Title:
Optimization of anti-seepage treatment plan for Yangtze River embankment
文章编号:
1007-7839（2019）03-0061-04
作者:
陈 娟; 马素俊; 潘 盼
常州市长江堤防工程管理处，江苏 常州 213127
Author(s):
CHEN Juan; MA Sujun; PAN Pan
The Yangtze River Levee Project Management Office of Changzhou，Changzhou 213127，Jiangsu
关键词:
堤防; 防渗处理; 数值计算; 方案优选
Keywords:
levee; anti-seepage treatment; numerical calculation; scheme optimization
分类号:
TV871.1
文献标志码:
B
摘要:
以常州市长江堤防防洪能力提升工程为背景，针对多头小直径深搅桩防渗墙施工时遇到的桩机钻进困难问题，依据地质勘察成果，结合施工现场情况，对堤身防渗措施提出迎水坡复合土工膜防渗和塑性混凝土防渗墙两种方案。这两种方案在技术上都是可行的，且施工不受堤身碎石、灰土夹层及孤石的影响，可以避免施工中桩机钻进困难的问题。在满足堤防渗透稳定、抗滑稳定规范要求的前提下，从资金投入、江堤渗流及渗透稳定等方面进行数值计算和比较，最终选出最适合工程实际的防渗处理方案。
Abstract:
Based on the background of Changzhou Yangtze River embankment flood control capacity improvement project, aiming at the difficulties encountered in the construction of multi-head small diameter deep mixing pile cutoff wall, according to the geological survey results and combined with the construction site situation, two schemes for the composite geomembrane seepage prevention and plastic concrete seepage prevention wall on the water-facing slope were put forward.The schemes were technically feasible, and the construction was not affected by the gravel, lime-soil interlayer and solitary stone of the embankment body, which could avoid the difficult problem of piling machine drilling in the construction.On the premise of meeting the requirements of seepage stability and anti-sliding stability criterion of embankment, numerical calculation and comparison were made from the aspects of capital investment, river bank seepage and seepage stability, and finally the most suitable seepage treatment scheme for engineering practice was selected.

参考文献/References:

[1]孙志东.复合土工膜在堤防防渗处理工程中的应用[J].工程技术:引文版，2016（7）：225.
[2]沈志全，冯国平，巫东辉.塑性混凝土防渗墙施工技术在长江干堤加固工程中的应用[J].中国煤炭地质，2005，17（1）:36-38.
[3]梅强，李春雷，柯贤金.Autobank7在河道堤防渗流稳定分析中的应用[J].水利科技与经济，2016，2（12）:100-102.
[4]卢玉林，薄景山，陈晓冉，王丽，卢滔.瑞典圆弧法积分模型的边坡稳定性解析计算[J] 应用力学学报，2017，34（2）:257-263.
[5]陈祖煜.土质边坡稳定分析 原理·方法·程序[M].北京:中国水利水电出版社，2003.

相似文献/References:

[1]胡峥嵘,张胤,吴利华.万寿河除险加固分析及治理方案比选[J].江苏水利,2016,(10):18.
　HU Zhengrong,ZHANG Yin,WU Lihua.Analysis of reinforcement and control scheme selection of WanshouRiver[J].JIANGSU WATER RESOURCES,2016,(03):18.
[2]徐 铭,刘洪林,陈 凯.堤防工程精细化管理浅析[J].江苏水利,2018,(08):38.
　XU Ming,LIU Honglin,CHEN Kai.Analysis on fine management of embankment engineering[J].JIANGSU WATER RESOURCES,2018,(03):38.
[3]朱 浩,谭志国,朱春光,等.隧道穿越段长江堤防渗流原因分析及消险加固方案[J].江苏水利,2018,(10):28.
　ZHU Hao,TAN Zhiguo,ZHU Chunguang,et al.Causes analysis and reinforcement plan of the Yangtze River embankment seepage on tunnel crossing section[J].JIANGSU WATER RESOURCES,2018,(03):28.
[4]张 松,张新喜,钱 军.工程地质雷达检测技术在扬州长江堤防加固工程中的应用[J].江苏水利,2019,(01):12.
　ZHANG Song,ZHANG Xinxi,QIAN Jun.Application of engineering geological radar detection technology in Yangzhou Yangtze River embankment reinforcement project[J].JIANGSU WATER RESOURCES,2019,(03):12.
[5]祁卫军,朱家胜,崔阳,等.高压旋喷桩施工过程中桩身开裂原因[J].江苏水利,2022,(05):32.
　QI Weijun,ZHU Jiashen,CUI Yang,et al.Analysis of crack of high-pressure rotating jet grouting pile in levee anti-seepage engineering[J].JIANGSU WATER RESOURCES,2022,(03):32.
[6]孙松,王海伟,唐建军,等.三河闸伸缩缝防渗处理效果分析[J].江苏水利,2023,(08):41.
　SUN Song,WANG Haiwei,TANG Jianjun,et al.Analysis of the effect of anti-seepage treatment of expansion joints in Sanhe Sluice[J].JIANGSU WATER RESOURCES,2023,(03):41.
[7]徐兰玉,张波,杨浩东.堤防险情隐患快速巡查系统研究与设计[J].江苏水利,2023,(09):55.
　XU Lanyu,ZHANG Bo,YANG Haodong.Research and design of a rapid patrol system for embankment hazards and hidden dangers[J].JIANGSU WATER RESOURCES,2023,(03):55.
[8]吴世新,郭炜.高压旋喷防渗墙在江都区高水河东堤除险加固中的应用[J].江苏水利,2023,(12):51.
　WU Shixin,GUO Wei.Application of high pressure rotary jet anti-seepage wall in the reinforcement of the east embankment of Gaoshui River in Jiangdu District[J].JIANGSU WATER RESOURCES,2023,(03):51.
[9]徐俊,翟铎,朱如东,等.堤防工程自动化安全监测研究[J].江苏水利,2024,(02):50.
　XU JUN,ZHAI Duo,ZHU Rudong,et al.Research on automatic safety monitoring of embankment engineering[J].JIANGSU WATER RESOURCES,2024,(03):50.
[10]顾冲时,崔欣然,顾昊,等.基于多变量灰色系统的乏信息堤防变形短期预测模型[J].江苏水利,2024,(06):1.
　GU Chongshi,CUI Xinran,GU Hao,et al.Short term prediction model of poorinformation levee deformation based on multi-variable grey system[J].JIANGSU WATER RESOURCES,2024,(03):1.

备注/Memo

备注/Memo:
收稿日期：2018-08-08
作者简介：陈娟（1984—），女，硕士研究生，工程师，主要从事水利工程运行管理和维修养护工作。
更新日期/Last Update: 2019-03-15