摘要
安徽太平湖大桥基坑施工采用无支护的施工方法,开挖方量大且深,施工难度大,但由于施工方案科学合理,大大地加快了施工进度及节约了成本。该深基坑无支护的施工方法可为今后此类基坑的开挖提供参考。
The no-supported-dig technique was applied in the pit construction of Taipinghu bridge in Anhui province with much difficulties and large and deep dig volume. Because of efficient project, the construction speed was quickened with lower cost. This method provided reference for similar constructions in future.
出处
《交通标准化》
2006年第4期115-117,共3页
Communications Standardization
关键词
无支护
开挖深基坑
施工技术
no support
deep pit
construction technique
