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锚固段的承载力计算公式如下:
其中:
d
-
锚固段直径
l
土层中锚固段长度
qsi
锚固段侧摩阻力
mz
与荷载类型相关的系数 (压力 取 1.0, 拉力取 0.8)
锚固段侧摩阻力 qs 推荐值可见于捷克规范 CSN 73 1004 , Annex S, Table S.2.
参考文献:
CSN 73 1004 (July 2020)