A platform for research: civil engineering, architecture and urbanism
FEM Analysis of the Unsteady Seepage during Excavation
The seepage is the main reason of many excavation accidents. Currently, most of the excavation designs ignore the seepage function or pay little attention on it. This paper focuses on the excavation’s stress and deformation influenced by the unsteady seepage, leading into the Van Genuchten seepage model and the Hardening-Soil constitutive model. And compare and analyze the different influences of flow field, stress field, displacement field and force caused by the steady and unsteady seepage
FEM Analysis of the Unsteady Seepage during Excavation
The seepage is the main reason of many excavation accidents. Currently, most of the excavation designs ignore the seepage function or pay little attention on it. This paper focuses on the excavation’s stress and deformation influenced by the unsteady seepage, leading into the Van Genuchten seepage model and the Hardening-Soil constitutive model. And compare and analyze the different influences of flow field, stress field, displacement field and force caused by the steady and unsteady seepage
FEM Analysis of the Unsteady Seepage during Excavation
Applied Mechanics and Materials ; 638-640 ; 457-461
2014-09-19
5 pages
Article (Journal)
Electronic Resource
English
FEM Analysis of the Unsteady Seepage during Excavation
British Library Conference Proceedings | 2014
|Real-Time Prediction of Seepage Field during Tunnel Excavation
Trans Tech Publications | 2013
|Impact of Seepage on Critical Face Pressure During Tunnel Excavation
Springer Verlag | 2025
|Analysis of Free Surface Seepage Flow in Deep Excavation
British Library Conference Proceedings | 2001
|