摘要
通过数值模拟方法对加固与不加固情况下的基坑开挖进行了分析,得出2种情况下近接建筑物在水平位移、沉降、倾斜上的区别,并与实测数据进行验证,研究结果可为近接建筑物条件下基坑开挖提供参考。
The excavation of foundation pit under the condition of reinforcement and without reinforcement was analyzed with numerical simulation method, the difference of the horizontal displacement, settlement and inclination of the buildings in the two cases were obtained, the results were verified with the measured data.The conclusions presented can provide reference to foundation pit excavation near structure.
出处
《江苏建筑》
2016年第5期95-97,共3页
Jiangsu Construction
关键词
基坑工程
施工方案
数值模拟
建筑物沉降
foundation pit
construction plan
numerical simulation
building settlement
