摘要
根据泸州长江二桥锚碇桥台两根抗拔试验锚桩的竖向抗拔试验结果 ,分析了桩的抗拔承载性状和桩身阻力发挥特性 。
On the basis of the in-situ data of two piles anchor in No. 2 Luzhou Changjiang bridge, the vertical pulling bearing behavior and the law of variation in skin friction are analyzed, and some conclusions are obtained to have guidable significance for design and construction of engineering.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2001年第3期374-378,共5页
Chinese Journal of Rock Mechanics and Engineering
关键词
特大型桥梁
锚桩
抗拔承载力
岩层
Bearing capacity
Friction
Rocks
Structural design
