Abstract：The evolutions of long-term settlements of tunnels in soft clays are essential to the safety of the urban tunnels and the surrounding buildings. A closed visco-clatic rheological form coupled with Terzaghi's consolidation theory is employed to predict the long-term surface settlements of tunnels. Compared with the short-term surface settlements, the long-term setlements are rather significant and developed in a quite long duration. The satisfactory agreement between observed and predicted long-term settlements indicates that the adopted analytical method is a reasonable and convenient way to estimate the development of long-term settlements of tunnels with time.
引用本文:
张冬梅 黄宏伟 王箭明. 软土隧道地表长期沉降的粘弹性流变与固结耦合分析[J]. 岩石力学与工程学报, 2003, 22(S1): 2359-2362.
Zhang Dongmei Huang Hongwei Wang Jianming. Analysis of long-term settlementS over tunnels using visco- elastic constitutive model coupled with consolidation theory. , 2003, 22(S1): 2359-2362.
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2003, Vol. 22 
