摘要
以无锡市地铁2号线五爱广场站-三阳广场站盾构区间为例,研究了盾构施工对中百六店建筑沉降变形的影响。通过现场监测数据和沉降预测结果的对比分析,证明Peck公式对预测建筑物沉降是可行并且有效的,为类似地铁工程提供参考。
Taking shield interval between Wuai square station and Sanyang square station of Wuxi No.2 Metro Line as an exapmple, the influences of shield construction on subsidence and formation were analyzed for the Wuxi Chinese department store. From the comparison data of field monitoring and settlement prediction, the method of PECK formula for predicting the settlement of construction is feasible and effective, and can provide valuable references to similar metro engineering.
出处
《现代交通技术》
2014年第5期74-76,共3页
Modern Transportation Technology
