An analysis of the ground deformation caused by shield tunnel construction combining an elastic half-space model and stochastic medium theory
发布时间：2018-07-04
点击次数：
发表刊物：KSCE Journal of Civil Engineering
合写作者：Shi CH, Cao CY, Lei MF
卷号：21
期号：5
页面范围：1933-1944
是否译文：否
发布期刊链接：https://link.springer.com/content/pdf/10.1007%2Fs12205-016-0804-y.pdf
上一条： Construction technology for a shallow-buried underwater interchange tunnel with a large span, Tunnelling and Underground Space Technology, 2017, 70(11): 317-329, http://dx.doi.org/10.1016/j.tust.2017.09.009
下一条： Optimal design and dynamic control of engineering dewatering with the consideration of dewatering process. KSCE Journal of Civil Engineering, 2017, 21(4):1161-1169, 10.1007/s12205-016-0552-z