[1]杨卫星,江季忠.南通市九圩港提水泵站工程 深基坑开挖及降水施工分析与探讨[J].江苏水利,2016,(07):5-9.
 YANG Weixing,JIANG Jizhong.Analysis and discussion on deep foundation pit excavation and dewatering construction of Jiuweigang pumping station project in Nantong[J].JIANGSU WATER RESOURCES,2016,(07):5-9.
点击复制

南通市九圩港提水泵站工程 深基坑开挖及降水施工分析与探讨()
分享到:

《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2016年07期
页码:
5-9
栏目:
工程建设
出版日期:
2016-07-20

文章信息/Info

Title:
Analysis and discussion on deep foundation pit excavation and dewatering construction of Jiuweigang pumping station project in Nantong
文章编号:
1007-7839(2016)07-0005-05
作者:
杨卫星江季忠
南通市九圩港闸管理所,江苏 南通 226003
Author(s):
YANG WeixingJIANG Jizhong
Nantong Jiuweigang Sluice Management Station,Nantong 226003,Jiangsu
关键词:
地基真空预压排水固结试验
Keywords:
foundationvacuum preloadingdrainage consolidationexperiment
分类号:
TV523
文献标志码:
B
摘要:
本文从南通市九圩港提水泵站工程主体深基坑的开挖及降水设计与施工、对周边建筑物产生的影响、采取的措施等方面进行了较为详细的阐述。特别是对深基坑开挖截渗墙设计方案的比较、基坑开挖及降水过程中出现问题后采取的应对措施等方面进行了阐述。并对深基坑施工的整个过程作了总结与思考,对类似深基坑的施工有一定的借鉴意义。
Abstract:
Deep foundation pit excavation and dewatering design and construction,effects on the surrounding buildings,measures of the main part of Nantong Jiuxugang pumping station project are expounded in details. In particular the comparison of the design scheme of the cutoff wall for deep foundation pit excavation and the measures taken after the problem occurred in foundation pit excavation and dewatering are expounded. Summary and thinking for the whole process of deep foundation pit construction is made,which provide certain reference for similar construction of deep foundation pit.

参考文献/References:

[1]江苏省工程勘测研究院有限责任公司. 南通市九圩港提 水泵站工程地质勘察报告(施工图阶段)[R] . 扬州:江 苏省工程勘测研究院有限责任公司,2014.
[2]江苏省水利勘测设计研究院有限公司. 南通市九圩港 提水泵站工程初步设计报告[R] . 扬州:江苏省水利 勘测设计研究院有限公司,2014.
[3]江苏省水利建设工程有限公司. 南通市九圩港泵站工 程基坑降水及开挖专项施工方案[R]. 扬州:江苏省水 利建设工程有限公司,2015.
[4]南通市江海测绘院有限公司. 南通市九圩港闸西侧 变形测量报告[R] . 南通:南通市江海测绘院有限公司, 2015.8 ~ 2016.4.

相似文献/References:

[1]龚丽飞,朱玲.真空预压处理新近吹填淤泥土设计与施工要点浅析[J].江苏水利,2015,(10):31.
[2]龚丽飞,朱玲.真空预压处理新近吹填淤泥土设计与施工要点浅析[J].江苏水利,2015,(11):31.
[3]王南江,冯英,翁佳兴,等.微劈裂管路真空预压法加固深淤土地基应用研究[J].江苏水利,2016,(09):1.
 WANG Nanjiang,FENG Ying,WENG Jiaxing,et al.Application research of micro split pipeline vacuum preloading method in reinforcing deep silt soil foundation[J].JIANGSU WATER RESOURCES,2016,(07):1.
[4]冯哲源,陶小玉,徐桂中,等.稻秸秆绳排水体真空固结处理高含水率疏浚淤泥可行性研究[J].江苏水利,2020,(07):56.
 FENG Zheyuan,TAO Xiaoyu,XU Guizhong,et al.Feasibility study on dredged silt with high moisture content treated by vacuum consolidation of straw rope drainage water body[J].JIANGSU WATER RESOURCES,2020,(07):56.
[5]王山,梁广雪,陈先勇,等.真空预压处理高含水率疏浚泥室内足尺大模型试验研究[J].江苏水利,2022,(12):1.
 WANG Shan,LIANG Guangxue,CHEN Xianyong,et al.Full-scale model test on dredged clay at high water content treated by vacuum preloading[J].JIANGSU WATER RESOURCES,2022,(07):1.
[6]宗 姗.淮河入江水道运河西堤崇湾段变真空预压排水固结技术试验研究[J].江苏水利,2016,(04):10.
 ZONG Shan.Experimental study on drainage consolidation technology with variable vacuum preloading at Chongwan section of Huaihe-into-Yangtze River watercourse[J].JIANGSU WATER RESOURCES,2016,(07):10.

备注/Memo

备注/Memo:
作者简介:杨卫星(1972-),男,高级工程师,主要从事水利工程的建设、运行管理工作。
更新日期/Last Update: 2016-07-15