Damage mechanism of a shield tunnel with cavities behind the concrete lining: An insight from a scaled model test

Author:

Yue Yunpeng,Zhang Shangyang,Liu Hai,Hong Fan,Liu Chao,Cui Jie,Du Yanliang

Publisher

Elsevier BV

Reference39 articles.

1. Safety assessment in tunnel grouting using fuzzy rotational and angular models;Al-Labadi Khalid;J. Perform. Constr. Facil,2009

2. Application of fiber-reinforced concrete lining for fault-crossing tunnels in meizoseismal area to improving seismic performance;An;Adv. Mech. Eng.,2014

3. Internal decay inspection of tree trunks using 3D point cloud and reverse time migration of ground penetrating radar data;Chen;NDT E Int.,2023

4. Characteristics and failure analysis of a railway tunnel collapse influenced by cavity in phyllite strata;Chen;Eng. Fail. Anal.,2022

5. Experimental and analytical study of shield tunnel face in dense sand strata considering different longitudinal inclination;Cheng;Tunnell. Underground Space Technol.,2021

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