With the acceleration of infrastructure construction in various countries, more and more highway tunnels have been built. As a permanent structure to maintain the long-term stability and durability of the tunnel, the tunnel lining structure (TLS) is prone to durability damage in the later operation process, which affects the safety of traffic and the whole loading capacity of the tunnel, so it is very important to evaluate the durability of the TLS. Nowadays, the TLS durability evaluation methods ignore the ambiguity and randomness of the lining structure (LS) durability evaluation index, which have certain limitations. In order to evaluate the durability of highway TLS scientifically and rationally, this paper proposes a method for evaluat...
The stability assessment of aged tunnel linings are mainly evaluated based on the visual inspection,...
Since both lining structure and rock mass exhibit delayed behaviour, tunnel equilibrium conditions e...
Appraisal of the stability of a road tunnel based on microfracture distribution and total displaceme...
The reliability of the tunnel lining during its service life has significance for tunnel safety mana...
Crack is the most prevalent disease of water-rich loess tunnels, which impacts the tunnel safety and...
The existing tunnel lining structure is easily affected by geological conditions, disturbance in the...
AbstractInfrastructure maintenance is becoming increasingly important in Japan. Especially in Hokkai...
Mountain road tunnels are prone to water leakage and lining corrosion under the complex geological c...
In one-pass lining systems, the durability of tunnel structure is directly related to durability of ...
This paper examines the correlation of vibration properties and crack index of tunnel lining in eval...
It is very important to evaluate the structural behavior of shield tunnel lining reasonably to ensur...
In this paper, a reliability-based durability design method for shield tunnels in a marine environme...
A tunnel is a coupled system of the surrounding rock and the supporting structure. The health statu...
At the moment, there are no Dutch regulations giving criteria for the design of bored tunnels. These...
In order to determine the overall safety of a tunnel support lining, a reliability-based approach is...
The stability assessment of aged tunnel linings are mainly evaluated based on the visual inspection,...
Since both lining structure and rock mass exhibit delayed behaviour, tunnel equilibrium conditions e...
Appraisal of the stability of a road tunnel based on microfracture distribution and total displaceme...
The reliability of the tunnel lining during its service life has significance for tunnel safety mana...
Crack is the most prevalent disease of water-rich loess tunnels, which impacts the tunnel safety and...
The existing tunnel lining structure is easily affected by geological conditions, disturbance in the...
AbstractInfrastructure maintenance is becoming increasingly important in Japan. Especially in Hokkai...
Mountain road tunnels are prone to water leakage and lining corrosion under the complex geological c...
In one-pass lining systems, the durability of tunnel structure is directly related to durability of ...
This paper examines the correlation of vibration properties and crack index of tunnel lining in eval...
It is very important to evaluate the structural behavior of shield tunnel lining reasonably to ensur...
In this paper, a reliability-based durability design method for shield tunnels in a marine environme...
A tunnel is a coupled system of the surrounding rock and the supporting structure. The health statu...
At the moment, there are no Dutch regulations giving criteria for the design of bored tunnels. These...
In order to determine the overall safety of a tunnel support lining, a reliability-based approach is...
The stability assessment of aged tunnel linings are mainly evaluated based on the visual inspection,...
Since both lining structure and rock mass exhibit delayed behaviour, tunnel equilibrium conditions e...
Appraisal of the stability of a road tunnel based on microfracture distribution and total displaceme...