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文章结合湖南通平高速某边坡采用的双排微型抗滑桩治理边坡项目,在对桩体受力及桩顶位移监测的基础上,探讨双排微型抗滑桩的受力机理及其抗滑效果。得出了此类型桩的前后桩体受力分布,桩顶位移的变化趋势等结论,证明了双排微型抗滑桩对于加固边坡能够起到很好的效果,为以后此类桩型的设计提供依据。
Based on double-row miniature anti-slide piles used in a slope at Hunan Tongping Expressway, the article deals with the stress mechanism of double-row miniature anti-slide piles and its displacement monitoring Anti-slip effect. The conclusion is drawn that the double-row miniature anti-slide piles can play a very good role in strengthening the slope, Design provides the basis.