Concentric circle method (CCM), a new method based on analytic hierarchy process (AHP) and numerical discretization of 40 mountain tunnels damaged by Wenchuan earthquake in China, is proposed to rapidly assess the seismic damage level (SDL) of mountain tunnels. The new method consists of four components. First, according to the type and degree of seismic damage of tunnel, the whole tunnel is divided into a number of successive sections. Second, four factors (i.e., slope and portal damage, lining damage, pavement damage, and earthquake collapse) are selected as the main controlling factor set, and then multilevel factor sets are proposed to establish the assessment system. Third, the discretized assessment indexes and classification criteria...
The classification of surrounding rock stability is the critical problem in tunneling engineering. I...
The safety and stability of lining structures are core concerns of tunnel and underground engineerin...
Three uncertain parameters (peak ground acceleration, soil density, and soil modulus of elasticity) ...
To reduce or evaluate the damage of tunnels in seismically active areas when earthquakes happen, it ...
A series of numerical simulations were conducted to study the seismic response in the mountain tunne...
Tunnels, being underground structures, have long been assumed to have the ability to sustain earthqu...
Mountain tunnels, being underground structures and situated deep within rock layers, are generally c...
National Natural Science Foundation of China (under grants No. 52090082, 41772295, 51978517); Innova...
The southeast region of Tibet in China is prone to earthquakes at high seismic levels. Since the con...
On January 8, 2022, a magnitude 6.9 earthquake occurred in Menyuan County, Qinghai Province, causing...
The present work aims to introduce an integrated framework for the resilience evaluation of shallow ...
The Kumamoto Earthquake with magnitude of 7.3(Mj) on April 16 and 6.5(Mj) on April 14, 2016 have tri...
Circular tunnels are usually encountered when excavation tunnel. However, the U-shaped tunnel lining...
Past earthquakes revealed that underground tunnel structures are exposed to seismic risk and their s...
AbstractThe complicated geological conditions and geological hazards are challenging problems during...
The classification of surrounding rock stability is the critical problem in tunneling engineering. I...
The safety and stability of lining structures are core concerns of tunnel and underground engineerin...
Three uncertain parameters (peak ground acceleration, soil density, and soil modulus of elasticity) ...
To reduce or evaluate the damage of tunnels in seismically active areas when earthquakes happen, it ...
A series of numerical simulations were conducted to study the seismic response in the mountain tunne...
Tunnels, being underground structures, have long been assumed to have the ability to sustain earthqu...
Mountain tunnels, being underground structures and situated deep within rock layers, are generally c...
National Natural Science Foundation of China (under grants No. 52090082, 41772295, 51978517); Innova...
The southeast region of Tibet in China is prone to earthquakes at high seismic levels. Since the con...
On January 8, 2022, a magnitude 6.9 earthquake occurred in Menyuan County, Qinghai Province, causing...
The present work aims to introduce an integrated framework for the resilience evaluation of shallow ...
The Kumamoto Earthquake with magnitude of 7.3(Mj) on April 16 and 6.5(Mj) on April 14, 2016 have tri...
Circular tunnels are usually encountered when excavation tunnel. However, the U-shaped tunnel lining...
Past earthquakes revealed that underground tunnel structures are exposed to seismic risk and their s...
AbstractThe complicated geological conditions and geological hazards are challenging problems during...
The classification of surrounding rock stability is the critical problem in tunneling engineering. I...
The safety and stability of lining structures are core concerns of tunnel and underground engineerin...
Three uncertain parameters (peak ground acceleration, soil density, and soil modulus of elasticity) ...