Calculation Method of the Piles Row Distance of Cantilever Double-Row Anti-Slide Piles
详细信息
- 责任者：Shen Yongjiang (School of Civil Engineering ; Central South University ; Changsha 410075 ; China) ; Huang Li
- 刊名：Hydrogeology and Engineering Geology
- 出版年：2012
- 卷期：39(5)
- 关键词：抗滑桩 ; slide-resistant piles
- 页码：p.59-63
- 图表：illus., 15 refs.
- 分类号：1702
- issnNo：ISSN1000-3665
- isbnNo：CN11-2202/P
摘要
Currently, mainly based on the designer’s experience,the piles row distance of the cantilever double-row piles is designed.The failure mode of the cantilever double-row piles that affects of the piles row distance is proposed.On the basis of the soil arch theory and the limit equilibrium theory,the formulas of the piles row distance are derived,and the calculation method of piles row distance is proposed.Finally,by using this calculation method,the piles row distance of the cantilever double-row piles on a certain landslide is calculated.