Add to ORKGIn this paper numerical predictions of settlements induced by tunnelling in fine-grained soils are presented. The numerical analyses are aimed at separately establishing the relevance of stress-induced anisotropy and that of the structure degradation processes by adopting a constitutive model recently implemented in the finite element code Plaxis. The analysis of the results indicates that no significant influence of the considered aspects is relevant for tunnel induced ground settlements for volume losses which are typical of EPB or slurry shield tunnelling
Experience has shown that ground movement invariably occurs above tunnels constructed in soft soils....
International audienceIncreasing tunnel excavations in dense urban areas faces the issue of accurate...
2D ground movement study is an essential effort in optimizing the preliminary design and planning ...
In this paper numerical predictions of settlements induced by tunnelling in fine-grained soils are p...
In this paper numerical predictions of settlements induced by tunnelling in fine-grained soils are p...
The paper is focused on some aspects of 3D numerical modelling of shield-driven tunnels in coarse-gr...
The investigation of various soil models for the prediction of surface settlement profiles due to th...
Computational modelling of the effect of underground excavations on adjacent structures has shown gr...
Analysing tunnelling process in 2D plane strain conditions is widely used method to calculate tunnel...
In this paper the analysis of a possible damage mechanism induced by shallow tunnelling to an ideal ...
Nowadays, constitutive models for soils used for numerical modelling of tunnelling are normally rest...
In this paper the analysis of a possible damage mechanism induced by shallow tunnelling to an ideal ...
The paper describes the results of a study carried out to analyse the surface settlements induced by...
Prediction of tunneling induced soil deformation is an important issue in the design of tunnels cons...
Prediction of tunneling induced soil deformation is an important issue in the design of tunnels cons...
Experience has shown that ground movement invariably occurs above tunnels constructed in soft soils....
International audienceIncreasing tunnel excavations in dense urban areas faces the issue of accurate...
2D ground movement study is an essential effort in optimizing the preliminary design and planning ...
In this paper numerical predictions of settlements induced by tunnelling in fine-grained soils are p...
In this paper numerical predictions of settlements induced by tunnelling in fine-grained soils are p...
The paper is focused on some aspects of 3D numerical modelling of shield-driven tunnels in coarse-gr...
The investigation of various soil models for the prediction of surface settlement profiles due to th...
Computational modelling of the effect of underground excavations on adjacent structures has shown gr...
Analysing tunnelling process in 2D plane strain conditions is widely used method to calculate tunnel...
In this paper the analysis of a possible damage mechanism induced by shallow tunnelling to an ideal ...
Nowadays, constitutive models for soils used for numerical modelling of tunnelling are normally rest...
In this paper the analysis of a possible damage mechanism induced by shallow tunnelling to an ideal ...
The paper describes the results of a study carried out to analyse the surface settlements induced by...
Prediction of tunneling induced soil deformation is an important issue in the design of tunnels cons...
Prediction of tunneling induced soil deformation is an important issue in the design of tunnels cons...
Experience has shown that ground movement invariably occurs above tunnels constructed in soft soils....
International audienceIncreasing tunnel excavations in dense urban areas faces the issue of accurate...
2D ground movement study is an essential effort in optimizing the preliminary design and planning ...