Plasticity solutions for ground deformation prediction of shallow tunnels in undrained clay

被引：0
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作者：
Zhuang, Pei-Zhi [1 ,2 ]
Yang, He [1 ,2 ]
Yue, Hong-Ya [4 ]
Fuentes, Raul [3 ]
Yu, Hai-Sui [2 ]
机构：
[1] School of Qilu Transportation, Shandong University, Jinan,250061, China
[2] School of Civil Engineering, Faculty of Engineering and Physical Sciences, University of Leeds, Leeds,LS2 9JT, United Kingdom
[3] Institut für Geomechanik und UntergrundTechnik (GUT), RWTH Aachen University, Mies-van-der-Rohe-Straße 1, Aachen,D52074, Germany
[4] Shandong Provincial Communications Planning and Design Institute Co. Ltd., Jinan,250031, China
来源：
Tunnelling and Underground Space Technology | 2022年 / 120卷
关键词：
The authors would like to acknowledge the Taishan Scholar Foundation of Shandong Province; China; (No; tsqn201909016); the ‘Qilu’ Scholar Program of Shandong University; and the National Natural Science Foundation of China (52108374) under which the reported work was carried out. The second author also thanks financial support from the China Scholarship Council-University of Leeds Scholarships for his study at the University of Leeds;
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