摘要
对相似岩土工程地质条件下,同一厂区的两个工业储池分别使用干、湿法水泥土搅拌桩进行地基处理。结合两种不同工法的加固机理,根据静载试验结果以及经济效果的对比分析得出,在含水量较高的长三角软土分布区,干法水泥搅拌桩的地基处理效果优于湿法。
The foundations of the two industrial storage tanks in the same factory district are respectively reinforced by using dry jet mixing piles and deep cement mixing piles due to the similar geological conditions. Combining with mechanisms of the two different methods, the static load test and analysis of economic effect are done. The results show that the effect of ground treatment by using dry jet mixing piles is better than that of deep cement mixing piles in the Yangtze river delta soft soil region with higher water content.
出处
《混凝土与水泥制品》
北大核心
2013年第9期39-41,共3页
China Concrete and Cement Products
基金
江苏省自然科学基金项目(BK2012592)
常州工学院自然科学研究基金项目(YN1218)
关键词
水泥搅拌桩
干法
湿法
地基处理效果
Cement mixing pile
Dry jet mixing
Deep mixing
Effect of ground treatment
