Deflections of Adjacent Underground Tunnel Induced by Excavation Based on Kerr Foundation Model

The soil unloading effect caused by the adjacent excavation will influence both the uplift and the deformation of the adjacent existing tunnel, and even interfere with the normal operation of the tunnel. A simplified calculation method for the longitudinal deformation of the underlying tunnel caused...

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Bibliographic Details

Published in:	Shanghai Jiaotong Daxue xuebao
Main Author:	FENG Guohui, XU Xing, HOU Shilei, FAN Rundong, YANG Kaifang, GUAN Lingxiao, XU Changjie
Format:	Article
Language:	Chinese
Published:	Editorial Office of Journal of Shanghai Jiao Tong University 2022-04-01
Subjects:	excavation existing tunnel euler-bernoulli beam kerr foundation model finite different method
Online Access:	http://xuebao.sjtu.edu.cn/article/2022/1006-2467/1006-2467-56-4-474.shtml