Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: Part 2 — results
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Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils. Part I — Method of Analysis
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Cited by (53)
An analytical method for predicting equivalent gap parameter induced by 3D deformation at the face of shield tunnel in soft clay
2022, Tunnelling and Underground Space TechnologyAn empirical model for characterizing 3D deformation at the face of shield tunnel in soft clay
2021, Tunnelling and Underground Space TechnologyMovements of ground and existing structures induced by slurry pressure-balance tunnel boring machine (SPB TBM) tunnelling in clay
2020, Tunnelling and Underground Space TechnologyAdvanced finite element modeling of excavation and advancement processes in mechanized tunneling
2016, Advances in Engineering SoftwareCitation Excerpt :The results of these finite element analyses have contributed considerably to the understanding of the ground deformation associated with shield tunneling. In the early 1990s, the first three-dimensional finite element models for shield tunneling have been developed and applied for tunneling in soft cohesive soils [9,10]. These have been further improved upon in [11,12].
Evaluating the effect of soil structure on the ground response during shield tunnelling in Shanghai soft clay
2016, Tunnelling and Underground Space TechnologyCitation Excerpt :Hence, the effect of the soil structure on ground response during shield tunnelling is of practical importance. Currently, numerical methods (FEM or DEM), which provide the flexibility of simulating different geometry and excavation sequences, and enable the application of advanced soil models, become the most popular method to analyse the ground response of tunnelling (e.g., Lee and Rowe, 1990a, 1990b; Addenbrooke, 1996; Grammatikopoulou, 2004; Wongsaroj et al., 2007; Jiang and Yin, 2012). Clough and Leca (1989) and Hejazi et al. (2008) noted that the soil constitutive model in numerical analyses significantly affected the simulation of tunnels.