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大型油罐深厚水泥土搅拌桩复合地基设计探讨
引用本文:彭新宣,何开胜. 大型油罐深厚水泥土搅拌桩复合地基设计探讨[J]. 特种结构, 2000, 17(1): 24-25,23
作者姓名:彭新宣  何开胜
作者单位:1. 河海大学设计院,南京210098
2. 南京水利科学研究院,南京210024
摘    要:通过某大型油罐工程实例探讨了用 2 7m的深长水泥土搅拌桩处理 2 2 m深厚淤泥质粘土的复合地基的设计计算方法 ,并将本文方法的计算结果与实测结果进行了比较 ,提出了适宜的计算公式 ,可供工程设计参考

关 键 词:油罐  水泥搅拌桩  复合地基  承载力  沉降

Discuss of Design Method in A Large Oil Tank Ground Treated with Excess-Length Deep Mixing Piles
Peng Xinxuan,He Kaisheng. Discuss of Design Method in A Large Oil Tank Ground Treated with Excess-Length Deep Mixing Piles[J]. Special Structures, 2000, 17(1): 24-25,23
Authors:Peng Xinxuan  He Kaisheng
Abstract:Based on a large oil tank project,a design method of composite ground treated with 27 m long deep mixing piles in 22 m thick mucky clay is discussed and the design formula,which has reference to designer,is put forward with the help of the calculated results and the inspected results.
Keywords:Oil tank Deep mixing piles Composite ground Bearing capacity Settlement
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