摘要
本文在进行了大尺寸钢筋混凝土管桩方形桩帽竖向加载试验的基础上,根据试验结果对桩帽的破坏形态、各种配筋的作用作了分析研究,提出了桩帽的抗裂度和强度的计算方法及构造要求。
Based on the test data obtained from the vertical load test for the squareshaped caps on large-sized reinfored concrete tubular piles, tbis paper makesanalysis and study on the failure behavior of caps and the function of reinfor-cements. The calcalation method of crack resistance and strength, as well asthe design requirements for the caps are suggested.
出处
《水运工程》
北大核心
1991年第11期7-12,共6页
Port & Waterway Engineering
