码头桩基负摩擦力的模型试验研究  

Modeled Study on Negative Skin Friction of Port Engineering Piles

作　　者：谢耀峰[1] 王云球[1] 

机构地区：[1]河海大学交通与海洋工程学院

出　　处：《建筑结构》2004年第12期29-30,41,共3页Building Structure

摘　　要：结合湛江港某码头基桩工程 ,对桩的负摩擦力进行试验研究。研究表明由同一根桩所测得的下拉荷载值远小于上拔荷载值。桩的负表面摩擦力在泥面以下约L/ 5左右处达到最大。摩擦桩的中性点位置多在0 67L处。建议的单桩下拉荷载经验公式 。The test of negative skin friction along the single pile is studied,which is modeled after piles of Zhanjiang harbor.The influence on negative skin friction along the various piles is discussed.The mechanism and some new work laws of negative skin friction along the single pile or wharf bent piles are analyzed.The place of the maximum negative surface friction is L/5 or so in soil.The neutral point of the friction pile is 0 67L or so in soil.An improved empirical formula is put forward for the calculation of the negative skin friction,which can be referred in project designing.

关 键 词：下拉荷载 负摩擦力 桩基 单桩 摩擦桩 基桩 模型试验 码头 湛江港 工程 

分 类 号：TU473[建筑科学—结构工程] U656[建筑科学—土工工程]