大型油罐深厚水泥土搅拌桩复合地基设计探讨  

Discuss of Design Method in A Large Oil Tank Ground Treated with Excess Length Deep Mixing Piles

作　　者：彭新宣[1] 何开胜[2] 

机构地区：[1]河海大学设计院,南京210098 [2]南京水利科学研究院,南京210024

出　　处：《特种结构》2000年第1期24-25,23,共3页Special Structures

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 。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.

关 键 词：油罐 水泥搅拌桩 复合地基 承载力 

分 类 号：TU47[建筑科学—结构工程]