西北地震学报2011，Vol.33Issue(z1)：357-359,371,4.
昆明新机场岩溶漏斗地基处理试验研究
Study on Foundation Treatments in Kunming New Airport in Karst Funnel Area
任佳丽 1姜志全 1龚泉1
作者信息
- 1. 长江水利委员会长江科学院岩土重点实验室,湖北武汉430010
- 折叠
摘要
Abstract
Kunming new airport is located on the karst area with 234 development karst funnels, the density of karst funnel is up to 11.9 / km2. If the foundation theatment is improper, it would be leading to the issues of post-settlement and foundation stability. Representative experiment area was selectd to study different treatments. The data of in-situ velocity test, standard penetration test, loading test are compared between the ones obtained before and after treatment. The results show that the treatment effects are good by the compaction replacement method with 3500 kN·m and 4500 kNm. But the effect of 2500 kNm is slightly poorer.关键词
昆明新机场:岩溶漏斗/地基处理/原位检测/强夯置换法Key words
Kunming new airport/Karst funnel/Foundation treatment/In-situ test/Dynamic compaction replacement method分类
天文与地球科学引用本文复制引用
任佳丽,姜志全,龚泉..昆明新机场岩溶漏斗地基处理试验研究[J].西北地震学报,2011,33(z1):357-359,371,4.
