摘要
主要介绍武汉港外贸码头二根钢管拉的动力和静力试验及成果分析。试桩结果表明:该工程地质条件较好,土层对桩的支承满足设计要求,试桩的轴向承载力主要取决于桩本身的材料强度。
Tests of the dynamic and statc forces acting upon two steel pipe piles of theForeign Trade Wharf in Wuhan Port are introduced and the achievemets analyzed.The tesults show that: the geologic condition is adaptable to the project, thebearing capacity of soil satisfies the design requiremnts, and the reckoned axialbearing capacity of th pile depends mainly on strength of the material of thepile itelf.
出处
《水运工程》
北大核心
1993年第1期12-17,共6页
Port & Waterway Engineering