摘要
作为对一种新型的基础结构的研究,对斜插挖孔桩基础进行承载力试验。试验结果表明,这种新型基础型式在设计荷载作用下,不仅能够满足规定要求,而且较普通的直柱挖孔桩基础,有降低混凝土用量、降低综合费用等优点,斜插挖孔桩基础更为安全、经济,具有良好的应用前景。
As an innovative foundation structure, load bearing capability of inclined excavating pile foundation is tested. Results show that under design load, it not only satisfies criterions, but also has many advantages than normal vertical excavating pile foundations, such as lower concrete consumption, and less overall costs, etc. Because it is safer and economical, the inclined excavating pile foundation has good prospects.
出处
《电力建设》
2009年第5期17-20,共4页
Electric Power Construction
关键词
斜插挖孔桩基础
竖向承载力
水平承载力
foundation
inclined excavating piles
vertical load bearing capability
horizontal load bearing capability
作者简介
刘宏滨（1959-），男，高级工程师，主要从事输电线路工程结构专业设计工作。
