ndicate that the FE model predicts well the short time surface settlements for a given volume loss value. The results of some semi-theoretical and analytical methods are found to be in good agreement with the FE model, whereas some methods overestimate the measured settlements. The FE model predicted the maximum surface settlement as 15.89 mm (1% volume loss) for the right tube, while the measured maximum settlement was 15.20 mm. For the left tube (opened after the right), FE prediction was 24.34 mm, while measured maximum settlement was 26.30 mm.Р中文译文Р由EPB-TBM发掘的伊斯坦布尔地铁隧道的地表沉降预测Р作者:SG Ercelebi , H Copur , I OcakР摘要Р在这项研究中,预测双隧道的短期地表沉降,这些隧道将在0的里程出土。 850到0距Esenler和伊斯坦布尔地铁线的Kirazl站有900米,这条线长4公里。 Esenler和Basaksehir之间的挖掘线长度为21.2公里。采用两台直径为6.5米,中心距离为14米的双管土压平衡(EPB)隧道掘进机(TBM)挖掘隧道。右侧管中的TBM在另一个管后面约
全文预览
