摘要
根据滑坡治理中使用的抗滑桩的受力特点 ,以钢筋砼正截面受力分析理论和等效钢环法为基础 ,推导了悬臂受力的圆截面抗滑桩非对称均布配筋的设计计算公式 ,计算示例表明 :与均布配筋相比 ,非对称均布配筋的圆截面抗滑桩具有明显的优越性 ,且计算简便、实用。
Based on the loading characteristics of retailing piles in landslide treatment and the theory of stress analysis of reinforced concrete cross section, this paper deduced the formulas for the computation of non-uniformly distributive reinforced retailing piles with round section. Example shows that this method has obvious advantage in the simplicity and precision of calculation.
出处
《桂林工学院学报》
2001年第4期366-370,共5页
Journal of Guilin University of Technology
关键词
圆截面抗滑桩
非均布配筋
滑坡治理
retailing piles with round section
non-uniformly distributive reinforcement
landslide treatment
