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TRD水泥土搅拌墙在武汉地区深基坑工程中的应用

魏祥, 梁志荣, 李博, 朱作猛

魏祥, 梁志荣, 李博, 朱作猛. TRD水泥土搅拌墙在武汉地区深基坑工程中的应用[J]. 岩土工程学报, 2014, 36(zk2): 222-226. DOI: 10.11779/CJGE2014S2037
引用本文: 魏祥, 梁志荣, 李博, 朱作猛. TRD水泥土搅拌墙在武汉地区深基坑工程中的应用[J]. 岩土工程学报, 2014, 36(zk2): 222-226. DOI: 10.11779/CJGE2014S2037
WEI Xiang, LIANG Zhi-rong, LI Bo, ZHU Zuo-meng. Application of TRD cement-soil wall in deep excavations in Wuhan area[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 222-226. DOI: 10.11779/CJGE2014S2037
Citation: WEI Xiang, LIANG Zhi-rong, LI Bo, ZHU Zuo-meng. Application of TRD cement-soil wall in deep excavations in Wuhan area[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 222-226. DOI: 10.11779/CJGE2014S2037

TRD水泥土搅拌墙在武汉地区深基坑工程中的应用  English Version

基金项目: 上海市科研计划项目(14XD1420400)
详细信息
    作者简介:

    魏 祥(1982- ),男,工程师,主要从事基坑工程方面的设计和研究工作。E-mail: tongjiwx@163.com。

Application of TRD cement-soil wall in deep excavations in Wuhan area

  • 摘要: 武汉地区深基坑落底式止水帷幕目前主要采用地下连续墙直接施工至基岩的方式。受地下连续墙施工工艺及垂直度控制等因素的影响,该方式往往不同程度的存在渗漏水现象,且造价相对较高。本文通过武汉长江航运中心大厦深基坑工程设计实例,初步研究了TRD水泥土搅拌墙作为落底式止水帷幕在武汉地区一级阶地土层中的施工可行性、成墙质量及渗透性情况。经过技术方案对比,采用TRD水泥土墙落底式止水帷幕,止水效果好,可先行施工,缩短了基坑支护结构施工工期,且较地下连续墙落底经济,为武汉地区落底式止水帷幕的设计提供一种新思路。
    Abstract: The form of waterproof curtain wall in deep foundation construction in Wuhan primarily adopts the diaphragm wall directly seated onto the bedrock. However, leakage always occurs in the construction of diaphragm walls owing to their perpendicularity. Meanwhile, the cost is much higher. The case study concerning the building of Wuhan Yangtze River Shipping Center is introduced. As a waterproof technique the constructability of this technique is investigated including the quality control and seepage of the wall. Through comparison, the TRD technique has sound waterproof properties, which can be constructed in advance. Meanwhile, this technique can reduce the project construction period significantly and more economic than diaphragm wall. This case study can be an option in waterproof technique in construction of deep excavations.
  • [1] 李 英, 何忠泽, 严桂华, 等. 武汉二元结构地层基坑降水及其地面沉降研究[J]. 岩土工程学报, 2012, 34(增刊): 768-773. (LI Ying, HE Zhong-ze, YAN Gui-hua, et al. Excavation dewatering and ground subsidence in dual structural stratum of Wuhan[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(S0): 768-773. (in Chinese))
    [2] 刘国彬, 王卫东. 基坑工程手册[M]. 北京: 中国建筑工业出版社, 2009. (LIU Guo-bin, WANG Wei-dong. Foundation pit engineering handbook[M]. Beijing: China Architecture & Building Press, 2009. (in Chinese))
    [3] 王卫东, 邸国恩. TRD工法等厚度水泥土搅拌墙技术与工程实践[J]. 岩土工程学报, 2012, 34(增刊): 628-633. (WANG Wei-dong, DI Guo-en. Engineering practices of constant thickness steel cement-soil wall constructed by TRD method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(S0): 768-773. (in Chinese))
    [4] 郑 刚. 水泥土抗渗性能研究[D]. 上海: 同济大学, 2006. (ZHENG Gang. Study on the performance of anti permeability of cement soil[D]. Shanghai: Tongji University, 2006. (in Chinese))
    [5] DB42/T159—2012基坑工程技术规程[S]. 2012. (DB42/T159—2012 Technical Specification for excavation engineering[S]. 2012. (in Chinese))
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  • 被引次数: 0
出版历程
  • 收稿日期:  2014-07-27
  • 发布日期:  2014-07-27

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