摘要
对软弱地基上重载地面下的桩承地坪板采用一体式及分离式两种设计方法进行了设计,并对两种设计方法的设计结果进行了比较。比较结果表明,一体式地坪板设计方法更为经济,而分离式地坪板设计方法,更有利于控制地坪板的差异沉降。
The integrated design method and the separated design method are applied respectively in the design of pile supported floor slab on soft foundation beneath heavy load and the comparison between these two methods are stated in this paper.The comparison results show that the integrated design method is more economical,whereas the separated design method is more operative to the control of the differential settlement.
出处
《建筑结构》
CSCD
北大核心
2017年第S1期406-409,共4页
Building Structure
关键词
软弱地基
地坪板
差异沉降
soft foundation
floor slab
differential settlement