摘要
某新建铁路工程大跨连续钢构106,107主墩深水基坑计划采用不同封底方式进行施工。首先对107主墩数值模拟结果与现场实测结果进行对比分析,然后对106主墩基坑采用不同封底方式进行数值模拟,并将两种施工方式模拟结果进行对比分析。
The deep-water foundation pit of long-span continuous steel structure 106,107 main pier of a new railway project is planned to be constructed by different back sealing methods.Firstly,the numerical simulation results of 107 main pier are compared with the field measured results,and then the numerical simulation of 106 main pier is carried out by using different back sealing methods,and the simulation results of the two construction methods are compared and analyzed.
作者
李博康
Li Bokang(China Railway Design Corporation,Tianjin 300308,China)
出处
《山西建筑》
2022年第11期101-104,共4页
Shanxi Architecture
关键词
深水基坑
钢板桩
数值模拟
封底混凝土
deep water foundation pit
steel sheet pile
numerical simulation
bottom sealing concrete