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Analysis of Time-Dependent Soil Behavior Above High-Filled Cut-and-Cover Tunnels Using Discrete Element Method
Authors:Li  Sheng  Han  Guoqiang  Ho  I-Hsuan  Ma  Li  Muhunthan  Balasingam  Wang  Qicai  Wang  Changdan
Institution:1.College of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China
;2.Harold Hamm School of Geology and Geological Engineering, University of North Dakota, 81 Cornell St. Stop. 8358, Lanzhou, ND, 58202, China
;3.College of Civil Engineering, Lanzhou Jiaotong University, Grand Forks, 730050, USA
;4.Civil and Environmental Engineering, Washington State University, Pullman, USA
;5.National and Provincial Joint Engineering Laboratory of Road and Bridge Disaster Prevention and Control, Lanzhou Jiaotong University, Lanzhou, 730070, China
;6.Department of Urban Rail Transit and Railway Engineering, College of Transportation Engineering, Tongji University, Shanghai, 201804, China
;
Abstract:Geotechnical and Geological Engineering - In the Northwest Loess Plateau of China that is full of mountains and deep valleys, high-filled cut-and-cover tunnels (HFCCTs) not only satisfy...
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