Seismic performance of underground structures improved by using PET FRP retrofitting central columns

C Ma, K Li, H Gao, D Lu, G Wang, X Du - Tunnelling and Underground …, 2023 - Elsevier
The seismic failure mechanism of underground structures presents that the insufficient
lateral deformation capacity of central columns will result in the collapse of the overall …

Analytical solution to scattering of SH waves by a circular lined tunnel embedded in a semi–circular alluvial valley in an elastic half–space

N Zhang, X Chen, Y Gao, D Dai - Tunnelling and Underground Space …, 2020 - Elsevier
In this study, the dynamic interaction between a surficial alluvial valley and an underground
tunnel embedded in it under plane shear horizontal (SH) waves is investigated. Within the …

Seismic response of utility tunnel in horizontal nonhomogeneous site based on improved discrete element method

D Huang, Z Zong, X Tao, Q Liu, Z Huang, A Tang - Structures, 2023 - Elsevier
During the construction of the utility tunnel, it is inevitable to cross a horizontal
nonhomogeneous site, which adversely affects the seismic resistance of the utility tunnel …

Semi-analytical solution for the 3D response of tunnels subjected to seismic waves

S Veeraraghavan - Tunnelling and Underground Space Technology, 2024 - Elsevier
In recent earthquakes, tunnels in earthquake-prone zones have suffered significant damage.
The cracks in these tunnels contain a mix of transverse, longitudinal and inclined cracks …

Numerical simulations on seismic response of soil-pile-superstructure in coral sand

Q Wu, X Ding, Y Zhang, Z Chen, Y Zhang - Ocean Engineering, 2021 - Elsevier
The structures on the coral islands are at risk of earthquakes. To study the particular seismic
response of coral sand, the numerical model of the coral sand-pile-superstructure system …

Mitigation of liquefaction-induced uplift of underground structures

AO Mahmoud, MN Hussien, M Karray… - Computers and …, 2020 - Elsevier
Buoyancy is one of the most serious manifestations of underground structure's instability
during strong ground motions. Soil liquefaction along with significant reduction of its shear …

Experiment-based performance evaluation framework for isolated structures in underground subway station–soil–aboveground structure interaction system under …

Q Chen, N Hong, T Zhang, Z Zhao - Journal of Building Engineering, 2022 - Elsevier
Owing to the complementary functions of aboveground and underground structures, the
complex structure group has been practically applied in many real-world situations. For the …

Evaluation of seismic response of tunnels near slope surfaces and performance of anti-seismic measures

Z Li, J Li, W Li - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
In valley areas, tunnels are commonly constructed near slope surfaces. The seismic
behavior of the tunnel near a slope surface is less understood, especially under the …

Seismic performance improvement of underground frame structures by changing connection type between sidewalls and slab

C Ma, D Lu, H Gao, X Du, C Qi - Soil Dynamics and Earthquake …, 2021 - Elsevier
Seismic failure mechanism of underground frame structures presents that the collapse of
underground structures attributes to the insufficient seismic resistance of central columns …

Soil liquefaction-induced uplift of buried pipes in sand-granulated-rubber mixture: Numerical modeling

H Valizadeh, N Ecemis - Transportation Geotechnics, 2022 - Elsevier
The significant uplift of buried pipes observed during recent earthquakes has showed the
need for further research in remediation methods for soil liquefaction. Sand-granulated …