地基沉降引发输水盾构隧道复合结构受弯分析

周浙件,范毅雄,方燃,边学成

Foundation settlement-induced bending analysis of composite structures in water-conveying shield tunnels

Zhe-jian ZHOU,Yi-xiong FAN,Ran FANG,Xue-cheng BIAN

图 8 环缝张开量和最大管片混凝土压应变

Fig.8 Opening of circumferential joints and maximum segment concrete compressive strain