Tunnel invert is a weak section of curved beam on tunnel foundation, and it is easy to break down. Based on the curved beam theory on elastic foundation, the curved beam model of tunnel invert was established, the displacement equation of tunnel invert under external load was deduced, and the formula of settlement of tunnel bottom and the pressure of rock mass was presented. By means of the calculating formula, the distribution law of settlement of tunnel bottom and pressure of rock mass were obtained when tunnel bottom was strengthened and not strengthened by high pressure jet grouting pile. The final formula in the paper is precise to predict the settlement of tunnel bottom and pressure of rock mass, so it is of great value for tunnel des...
The viewpoint that the ground initial elastic displacement and the interaction between the ground re...
Stress arching effect during the excavation of broken surrounding rock in underground engineering ha...
Deep-buried soft rock tunnels exhibit low strength and easy deformation under the influence of high ...
Considering the linear elastic fracture mechanics and complex function theory, considering the non h...
Understanding the internal force distribution and prejudging the weak part of tunnel supporting stru...
This research aims to study the surrounding rock loosening pressure variation law of tunnel in the f...
During the construction of the tunnel in soft stratum, it is often found that the unsupported span i...
Double-arched tunnel is a special kind of tunnel structure which is widely adopted for shallow rock ...
In this study, based on the elastic foundation beam theory, a local elastic foundation model has bee...
For curved shield tunnels in composite strata, the excavation face may undergo sliding failure due t...
The Pasternak double-parameter elastic foundation model of pipe-roof during the construction of tunn...
It is of great importance to reasonably estimate the surrounding rock load of a double-arch tunnel f...
Collapsible loess tunnel foundation reinforcement is a new challenge in the construction process of ...
Vertical compressive stress of the foundation is a vital parameter for determining the coefficient o...
According to the strain-softening characteristics of rock mass, an ideal elastic strain-softening mo...
The viewpoint that the ground initial elastic displacement and the interaction between the ground re...
Stress arching effect during the excavation of broken surrounding rock in underground engineering ha...
Deep-buried soft rock tunnels exhibit low strength and easy deformation under the influence of high ...
Considering the linear elastic fracture mechanics and complex function theory, considering the non h...
Understanding the internal force distribution and prejudging the weak part of tunnel supporting stru...
This research aims to study the surrounding rock loosening pressure variation law of tunnel in the f...
During the construction of the tunnel in soft stratum, it is often found that the unsupported span i...
Double-arched tunnel is a special kind of tunnel structure which is widely adopted for shallow rock ...
In this study, based on the elastic foundation beam theory, a local elastic foundation model has bee...
For curved shield tunnels in composite strata, the excavation face may undergo sliding failure due t...
The Pasternak double-parameter elastic foundation model of pipe-roof during the construction of tunn...
It is of great importance to reasonably estimate the surrounding rock load of a double-arch tunnel f...
Collapsible loess tunnel foundation reinforcement is a new challenge in the construction process of ...
Vertical compressive stress of the foundation is a vital parameter for determining the coefficient o...
According to the strain-softening characteristics of rock mass, an ideal elastic strain-softening mo...
The viewpoint that the ground initial elastic displacement and the interaction between the ground re...
Stress arching effect during the excavation of broken surrounding rock in underground engineering ha...
Deep-buried soft rock tunnels exhibit low strength and easy deformation under the influence of high ...