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超高压送电线路新型斜插挖孔桩基础承载力试验研究
Load Bearing Capability Test of Innovative Inclined Excavating Pile Foundation for EHV Lines
【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。
【Abstract】 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.
【关键词】 斜插挖孔桩基础;
竖向承载力;
水平承载力;
【Key words】 foundation; inclined excavating piles; vertical load bearing capability; horizontal load bearing capability;
【Key words】 foundation; inclined excavating piles; vertical load bearing capability; horizontal load bearing capability;
- 【文献出处】 电力建设 ,Electric Power Construction , 编辑部邮箱 ,2009年05期
- 【分类号】TM753
- 【被引频次】4
- 【下载频次】105