摘要
利用 Mindlin问题的位移解导出全长粘结式锚杆受力的弹性解 ,讨论了这种锚杆的受力特征及其影响因数 。
Based on Mindlin′s solution of displacement, an elastic solution of wholly grouted anchor is derived. The mechanical characteristic and it′s influence factors of wholly grouted anchor are discussed. A theoretical principle is provided for design and calculation of anchors.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2000年第3期339-341,共3页
Chinese Journal of Rock Mechanics and Engineering
关键词
全长粘结式锚杆
弹性解
受力分析
力学特征
矿业
wholly grouted anchor, elastic solution, mechanical characteristic, influence factor
