摘要
总结了我国现有高填方机场的地形、地貌以及高填方夯实地基处理的现状、方法等,结合工程实例,阐述了高填方机场地基处理方式的不同和优劣,并对处理效果进行了检测,得出强夯置换后,复合地基承载力满足要求,加固效果良好的结论。
The paper sums up the landforms,the topographic features at high filled airports,and current status and methods of the high filled foundation treatment in China,illustrates the differences of the foundation treatment at high filled airports,its advantages and disadvantages,undertakes the inspection of the treatment effect,and concludes the loading capacity of composite foundation can meet the demands after the dynamic replacement with better consolidation effect.
出处
《山西建筑》
2013年第27期58-59,共2页
Shanxi Architecture
关键词
高填方机场
地基
处理方式
强夯
high filled airport
foundation
treatment
dynamic compaction
