摘要
在杭州市西湖文化广场基坑围护支撑应力的监测中,提出了温度影响修正系数、温度应力的计算方法及采用实测的混凝土弹性模量换算应力。工程实测验证了该测试方法的合理性。
During monitoring the support stress of enclosure structures of the foundation pit of Hangzhou Xihu Lake Culture Plaza, authors provided calculation methods of the temperature influence correction coefficient and the temperature stress, and a method of adopting the measured concrete elastic ratio to calculate stress. They testified the rationality of this method in practical projects.
出处
《施工技术》
CAS
北大核心
2004年第10期3-5,共3页
Construction Technology
关键词
基坑围护
应力监测
监测方法
温度应力
enclosure of foundation pit
stress monitoring
monitoring method
temperature stress