摘要
分析了复合基桩中每根桩桩顶的受力分配状况,考虑到承台周边土的侧向釉竖向变形而引起的影响,并将其与不考虑土的侧向和竖向变形情况进行对比,从理论上定量解释了桩基规范 JGJ94-94中的有关规定,为筏板桩基础的计算打下了基础。
The load distribution of a top of complicated piles at strength situation is analyzed;it considers the lateral and vertical deformations' influences caused by soil around the platform;and compares its situation with that out of soil influence.This paper can play certain reference function for theoretically quantitative compares explanation for standard JGJ 94-94,and has laid a certain foundation for the calculation of piled raft foundations.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2002年第S1期129-132,共4页
Rock and Soil Mechanics
关键词
复合基桩
基桩桩顶
荷载效应
complicated piles
top of piles
load-reaction
