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Volume 40 Issue 9
Dec.  2014
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Wu Yongmei, Yu Xinjian, Tan Fusheng, Chen Guohui. APPLICATION OF COMBINED SUPPORTING TECHNOLOGY WITH SOIL NAILING WALL AT UPPER PART AND RETAINING PILES AT LOWER PART[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 101-104. doi: 10.13204/j.gyjz201009026
Citation: Wu Yongmei, Yu Xinjian, Tan Fusheng, Chen Guohui. APPLICATION OF COMBINED SUPPORTING TECHNOLOGY WITH SOIL NAILING WALL AT UPPER PART AND RETAINING PILES AT LOWER PART[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 101-104. doi: 10.13204/j.gyjz201009026

APPLICATION OF COMBINED SUPPORTING TECHNOLOGY WITH SOIL NAILING WALL AT UPPER PART AND RETAINING PILES AT LOWER PART

doi: 10.13204/j.gyjz201009026
  • Received Date: 2009-06-26
  • Publish Date: 2010-09-20
  • The undergrand pool is deep foundation pit in the sewage treatment station and heat exchange station in new developed area of Handan Steel Iron Co.Ltd,the excavation is 13.7 m and 13.5 m deep respectivly.the excavation has rich groundwater and with claypan at upper part and sand gravel stratum at lower part.According to the real engineering situation,the combined supporting technology is adoped with soil nailing wall at upper part and retaining piles at lower part,the technology makes full use of the soil nailing wall support at upper shallow position and retaining piles at lower deep position,the technology is safe,reliable,economical and practical.It is worth popularizing in deep excavations.
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  • JGJ 12099 建筑基坑支护技术规程[S].
    [2] CECS 96:97 基坑土钉支护技术规程[S].
    [3] 刘建杭,侯学渊.基坑工程手册[M].北京:中国建筑工业出版社,1997.
    [4] 宋福渊.近距离基坑边坡支护施工技术[J].工业建筑,2007,37(增刊):1171-1173.
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