This paper first studies the three key indices, these are the forces acting on the structures, rational spacing between adjacent piles and the length of anchoring section.
本文首先提出确定抗滑结构上的荷载、合理桩间距和锚索的锚固段长度是该结构设计的关键指标。
参考来源 - 抗滑结构设计与施工技术研究During the calculation of anti-slide pile with cantilever pile calculating method, anti-slide pile is separated into load-bearing section and anchoring section.
采用悬臂桩计算法，将抗滑桩分为受荷段和锚固段分别计算。
参考来源 - 膨胀土滑坡抗滑桩设计与施工·2,447,543篇论文数据，部分数据来源于NoteExpress
In this paper, the distribution of shear stress along the anchoring section of pressure-dispersion anchor is analyzed by the elasticity theory.
运用弹性理论分析方法，求解出压力分散型锚索锚固段剪应力沿轴向分布情况，并与压力型锚索对比，得出压力分散型锚索应力分布特点。
Based on experimental results obtained from pull-out test, the axial load distribution as well as shear stress distribution at the interface of anchoring section is studied.
根据预应力锚索锚固段应力的现场测试研究，得出软岩地层中锚固段轴力及剪应力分布特征。
The load-deflection characteristics of anchoring section of prestressed cable, lateral resistance distribution as well as axial load distribution of anchoring section are studied.
并将岩体剪切损伤理论与常规剪切位移法相结合，研究了拉力型预应力锚索锚固段的荷载-位移特性、侧阻力分布特性以及轴力分布特性等。
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