摘要
依据某场地详勘地质情况,对地基土的湿陷性、均匀性、稳定性进行了评价,选择了强夯法与挤密桩法两种地基处理设计方案,并进行了比选,最终选择了最佳的方案。
Referring to the detailed survey of geological circumstance of some station,the paper evaluates the collapsibility and uniformity and stability of the foundation soil,selects the design schemes of two foundation treatment,the dynamic compaction method and compaction pile,and undertakes the comparison,so as to choose the optimal one.
出处
《山西建筑》
2013年第23期57-59,共3页
Shanxi Architecture
关键词
地基土
设计方案
评价
场地
foundation soil
design scheme
evaluation
site
