Effects of different processes of tunneling on displacements soil using 3D Finite Element Method
The excavation process of tunnels induces stresses and deformation in the surrounding soil. The method of excavation is one of the major problems related to the safety of the operators and the ground stability during the construction of underground works. So, it is necessary to choose an ideal metho...
Main Author: | |
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Format: | Article |
Language: | English |
Published: |
Sciendo
2021-12-01
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Series: | Selected Scientific Papers: Journal of Civil Engineering |
Subjects: | |
Online Access: | https://doi.org/10.2478/sspjce-2021-0027 |
Summary: | The excavation process of tunnels induces stresses and deformation in the surrounding soil. The method of excavation is one of the major problems related to the safety of the operators and the ground stability during the construction of underground works. So, it is necessary to choose an ideal method to minimize the displacements and stresses induced by tunneling. |
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ISSN: | 1338-7278 |