摘要
以工程实例为背景,建立了主裙楼深浅基坑的数值分析模型,基于台深比、坑趾系数、深度比及深差等参数,研究了主裙楼深浅基坑变形的相互影响范围,以及相关参数对裙房基坑支护体系侧向位移的影响。研究成果可供类似工程及进一步研究参考与借鉴。
Taking the engineering example as the background,the numerical analysis model of the shallow foundation pit of the main podium building is established.Based on the parameters of the platform depth ratio,pit toe coefficient,depth ratio and depth difference,this research studies the mutual influence range of the deformation of deep shallow foundation pit of the main podium building and the influence of relevant parameters on the lateral displacement of the supporting system of the podium foundation pit.The research results can be used for reference of similar projects and further research.
作者
王康迪
王士杰
WANG Kangdi;WANG Shijie(Urban and Rural Construction Institute,Hebei Agricultural University,Baoding 071001,China;Beijing Victory Star Architectural&Civil Engineering Design Co.,Ltd,Beijing 100020,China)
出处
《河北农业大学学报》
CAS
CSCD
北大核心
2019年第5期109-113,共5页
Journal of Hebei Agricultural University
基金
河北省建设科技研究指导性计划项目(2016-236)
关键词
深浅基坑
变形规律
数值分析
deep-shallow foundation pit
deformation regulation
numerical simulation
