摘要
随着岩土锚固技术的发展 ,出现了多种受力类型的锚杆 ,但对其变形特性及刚度目前尚无比较全面的分析 ,本文从土锚受力方式及其变形特性分析入手 ,结合已有工程实测资料 ,导出适用于不同类型土锚的刚度计算公式 。
With the development of rock & soil anchoring technology, there exist anchors bearing different forces, but there isn't a comprehensive analysis of the deformation characteristics and stiffness yet. Based on the ana lysis of bearing force types and deformation characteristics of soil anchors and in combination with field-surveyed data of existed engineering, calculation formulae of stiffness adaptable for different types of soil anchors are derived, which may be adopted as reference for engineering design.
出处
《水运工程》
北大核心
2002年第9期9-12,共4页
Port & Waterway Engineering
