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NTIS 바로가기International journal for numerical and analytical methods in geomechanics, v.45 no.4, 2021년, pp.457 - 477
Liu, Xiao‐Xue (Department of Civil Engineering, School of Naval Architecture, Ocean, and Civil Engineering, Shanghai Jiao Tong University, Shanghai, China) , Shen, Shui‐Long (MOE Key Laboratory of Intelligent Manufacturing Technology, Department of Civil and Environmental Engineering, College of Engineering, Shantou University, 243 Daxue Road, Shantou, Guangdong, 515063, China) , Xu, Ye‐Shuang (Department of Civil Engineering, School of Naval Architecture, Ocean, and Civil Engineering, Shanghai Jiao Tong University, Shanghai, China) , Zhou, Annan (Civil and Infrastructure Engineering Discipline, School of Engineering, Royal Melbourne Institute of Technology (RMIT), Victoria, Australia)
AbstractThis paper presents an analytical model to investigate backfill grout diffusion behind tunnel segmental lining, in which the backfill grout is taken as a Bingham fluid. The analytical model of grout diffusion is derived based on force–equilibrium principle, Darcy's law, and the law of ...
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