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ZHANG Ju-shou, CAO Yang, GAO Yun-feng, WANG Chun-yan. Construction techniques for large deep foundation pits in deep silt layer[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 250-253. DOI: 10.11779/CJGE2014S2043
Citation: ZHANG Ju-shou, CAO Yang, GAO Yun-feng, WANG Chun-yan. Construction techniques for large deep foundation pits in deep silt layer[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk2): 250-253. DOI: 10.11779/CJGE2014S2043

Construction techniques for large deep foundation pits in deep silt layer

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  • Received Date: July 27, 2014
  • Published Date: July 27, 2014
  • The successful experience of diaphragm wall and internal bracing system for deep foundation pit in deep silt layer is introduced. Some technical measures for construction of diaphragm wall, dewatering and soil excavation are discussed. In the construction, the monitoring technology and advanced information technology are emplyed to ensure that the construction of the foundation pit is in a controlled state. The design and construction experience has certain reference meanings for the construction of deep foundation pits in the region.
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    广东省工程建设标准化协会. DBJ/T15—20—97建筑基坑支护工程技术规程[S]. 广州, 1997. (Guangdong Province Engineering Construction Standardization Association. DBJ/T15—20—97 Specification for retaining and protection in building excavation engineering[S]. Guangzhou, 1997. (in Chinese))
    [2]
    珠海市建设工程质量监督检测站. 珠海横琴总部大厦(一期)基坑支护工程基坑监测报告[R]. 珠海: 珠海市建设工程质量监督检测站, 2014. (Zhuhai City Construction Engineering Quality Supervision and Inspection Station. Monitoring report of foundation pit in Zhuhai Hengqin headquarters building (first phase)[R]. Zhuhai: Zhuhai City Construction Engineering Quality Supervision and Inspection Station, 2014. (in Chinese))

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