摘要
针对新沟口桥主墩承台施工,制定深基坑开挖办法、计算边坡稳定,计算降排水量并确定降排水方案。
In view of the construction of main pier cap of Xingoukou Bridge,the method of deep foundation pit excavation,slope stability calculation,displacement calculation and drainage plan were formulated.
作者
孙锋明
SUN Fengming(Jiangyin Water Resources Bureau,Wuxi 214431,China)
出处
《江苏水利》
2020年第S02期51-53,共3页
Jiangsu Water Resources
关键词
桥梁承台
深基坑开挖
降排水
施工方案
新沟河
bridge caps
deep foundation pit excavation
draining water
construction plan
Xingou River
