摘要
抗滑桩作为一种新型的支挡结构,以其施工简便、工程量少和投资节省等优点而得到快速的发展,但其设计理论尚未定型。该文对现行的两种抗滑桩设计原理进行探讨,并通过实例分析,对这两种抗滑桩设计原理的所得结果进行比较,从而得出较好的抗滑桩设计计算方法,为以后抗滑桩的设计提供了有益的借鉴和参考。
As a new type of supporting and retaining structure,the anti-slide piles have been rapid develop with simple construction,less engineering quantity and little investment etc,but its design theory is still no mature.Based on the current design principles of two kinds of anti-slide piles,through the actual examples,the results are compared and analyzed,thence the design computation method of anti-slide piles is obtained well,and it provides the useful reference for the future anti-slide piles design.
出处
《勘察科学技术》
2011年第3期30-32,共3页
Site Investigation Science and Technology
关键词
抗滑桩
设计原理
对比分析
anti-slide pile
design principle
comparative and analysis
