摘要
介绍了由井塔、桩筏基础、地基和井壁组成的井塔结构体系的共同承载特性,将四者作为一个整体进行了研究,分析了共同承载时各部分之间的受力特点,为井塔基础的设计奠定了基础。
The paper introduces the joint loading characteristics of the shaft-tower structure system which consists of the shaft tower,piled raft foundation,foundation and shaft lining,researches the fours parts as a whole,and analyzes the stressed characteristics of all parts in joint loading,so as to lay the foundation for the design of the piled raft foundation.
引文
[1]郑刚,廖红建,陈晓平.高等基础工程学[M].北京:机械工业出版社,2007.
[2]王卫东.承重地下连续墙与桩筏基础共同作用的计算研究[J].地基基础,1999(2):39-43.
[3]张问清,赵锡宏.逐步扩大子结构法计算高层结构刚度的基本原理[J].建筑结构学报,1980(4):50-51.
[4]刘北辰.工程计算力学一理论和应用[M].北京:机械工业出版社,1994.
[5]翁周益君.土—结构相互作用对地震反应的影响[J].山西建筑,2009,35(10):68-69.