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A finite element method integrated with Terzaghi's principle to estimate settlement of a building due to tunnel construction
This study presents the application of the finite element method integrated with Terzaghi's
principle. The definition of a model in oedometric or confinement conditions for settlement …
principle. The definition of a model in oedometric or confinement conditions for settlement …
Damage and reliability analysis of double-arch tunnel without a middle pilot tunnel under blast load
B Jian, T Tao, S Song, C **e, X Tian, G Li, A Wan - Scientific Reports, 2024 - nature.com
In this study, a new type of multi-arch tunnel construction method is proposed. This effort is
undertaken due to the many disadvantages of the traditional multi-arch tunnel construction …
undertaken due to the many disadvantages of the traditional multi-arch tunnel construction …
Shaking table test on underground structure-soil-aboveground structure interaction
Under seismic excitations, the large underground structure often changes the seismic wave
propagation and affects the seismic response of adjacent aboveground structures. To …
propagation and affects the seismic response of adjacent aboveground structures. To …
Seismic ground amplification induced by box-shaped tunnels
The growing use of underground structures, specifically to facilitate urban transportation,
highlights the need to scrutinize the effects of such spaces on the seismic ground response …
highlights the need to scrutinize the effects of such spaces on the seismic ground response …
A numerical study on effect of underground cavities on seismic ground response due to Rayleigh wave propagation
Recent studies found that some structural damage can be attributed to the effect of surface
waves. A shallow underground structure may be heavily influenced by surface waves, which …
waves. A shallow underground structure may be heavily influenced by surface waves, which …
Exploration and verification of tunnel stability evolution law under jointed rock mass with various attitudes
J Mao, Z Song, S Fan, J **e, Y Sun, L Liu - International Journal of Civil …, 2024 - Springer
Studies show that weak structural faces in jointed rock masses can easily result in large
deformations in tunnels, which significantly affect the safety and stability of supporting …
deformations in tunnels, which significantly affect the safety and stability of supporting …
Numerical investigation of influence of near-surface lateral heterogeneities on propagation of Rayleigh waves
L Wang, C Chen, A Bian, X Song - Journal of Applied Geophysics, 2023 - Elsevier
Recent research on earthquake disasters has provided evidence that Rayleigh waves play a
crucial role in causing damage to both underground and surface structures during …
crucial role in causing damage to both underground and surface structures during …
Shaking table test study of a surface frame structure–sand–tunnel system
S Lu, C Yang, R Ma, Q Cao, H Xu, D Zhao… - … and Underground Space …, 2024 - Elsevier
The dynamic interaction between tunnels and adjacent buildings under seismic action is a
complex issue in ensuring the earthquake resistance of modern infrastructure. The seismic …
complex issue in ensuring the earthquake resistance of modern infrastructure. The seismic …
Time-varying response analysis of surrounding rock construction mechanics of a double-arch tunnel without a middle pilot tunnel and suggestions for tunnel …
C **e, T Tao, J Rao - Lithosphere, 2022 - pubs.geoscienceworld.org
This research carries out the model test and numerical simulation, studying the time-varying
response regularity of surrounding rock construction mechanics. The purpose was to ensure …
response regularity of surrounding rock construction mechanics. The purpose was to ensure …
Comparative Study: Simplified vs. FEM for Seismic Forces in Circular Tunnels
A comparative seismic study between simplified approaches and the finite element method
(FEM) was conducted to estimate the internal forces of a circular tunnel. Plaxis2D software© …
(FEM) was conducted to estimate the internal forces of a circular tunnel. Plaxis2D software© …