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2024, Vol. 61(4): 105-111    DOI:
Viscoelastic-plastic Solution for Circular Tunnels Based on the Three-stage Creep Model with the D-P Criterion
(1.School of Emergency Management, Xihua University, Chengdu 610039; 2.Sichuan Transportation Construction Group Co., Ltd.,Chengdu 610039; 3.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics,Chinese Academy of Sciences, Wuhan 430071; 4.National Dam Safety Engineering Technology Research Center, Wuhan 430010;5.Sichuan Provincial Key Laboratory of Civil Engineering Comprehensive Utilization of Industrial Solid Waste, Panzhihua 617000;6.China Railway Academy Co., Ltd., Chengdu 610032)
Received null  Revised null
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