摘要
二次劈裂注浆能大大提高软弱地层中预应力锚索抗拔承载力。对提高锚固力机理进行了详细的探讨,在理论上提出了计算锚固力的公式,也提出了简化的计算方法。这对二次劈裂注浆锚索的设计与施工具有较大的指导意义。
The secondary splitting grouting can greatly increase the anti-pulling capacity of anchor cables in the soft ground stratum. The mechanism of the increasing of the anchorage capacity is discussed in detail. The theoretical formulas of the anchorage capacity and a simplified calculation method are provided. The results are significant to the design and construction of anchor cables with secondary splitting grouting.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2005年第14期2414-2419,共6页
Chinese Journal of Rock Mechanics and Engineering
关键词
岩土工程
锚索
二次劈裂注浆
抗拔承载力
软弱地层
Anchor cables
Bearing capacity
Geotechnical engineering
Rock mechanics
Shear strength
