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Volume 36 Issue zk2
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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
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Application of TRD cement-soil wall in deep excavations in Wuhan area

  • 1. Shanghai Shen Yuan Geotechnical Engineering Co., Ltd, Shanghai 200040, China;
    2. Department of Civil Engineering, Wenzhou University, Wenzhou 325000, China;
    3. Shanghai Zhiping Geotechnical Engineering Co., Ltd., Shanghai 201501, China

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  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
    Graphical Abstract
    • 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.
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    • References (5)
  • [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))
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    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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