摘要
通过分析加筋体内部稳定条件下筋带的受力状态与筋带的几何尺寸和层位的关系 ,采用直接计算筋带锚固长度的方法 ,获得最小配筋长度 ,并由此得出加筋土挡墙的形状函数 ,从而使设计过程简化 ,使筋带的断面和长度得到充分的利用。
Based on the analysis of the relationship between the forced status and the geometric size and layer position of the reinforcing bars when the bar keeps internal stability, direct calculation of the anchored length of bars is carried out to obtain the minimum length required, and also the form function of the reinforced earth retaining wall so that the design is simplified, and the cross section and length of the bar fully used.\;
出处
《中国市政工程》
2001年第3期6-8,12,共4页
China Municipal Engineering
