摘要
根据现场原位试验研究 ,表明 :复合式斜桩基础受力性能好 ,采用的人工掏挖成型施工方法简便实用。为在送电线路铁塔基础中应用此类基础提供了一定的科学依据。
Performances of bearing capacity of the complex inclined pile foundation proposed based on the experimental research are better, and the man\|made excavation method adopted in construction is more convenient. The scientific evidences are provided for applying it to foundations for the power line towers.
出处
《工业建筑》
CSCD
北大核心
2001年第9期45-47,60,共4页
Industrial Construction
关键词
送电线路
复合式斜桩基础
试验
power line complex inclined pile foundation\ experimental research
