The construction process of the tunnel ground deformation regularity of surrounding rock, stability, deformation control of tunnel surface based on the requirements, combined with the characteristics of shallow tunnel with large-span. Used three-dimensional numerical simulation software, established a dynamic tunnel analysis program to simulate the construction process of center cross-diagram method and double sidewall drift method. Based on the stratum deformation, supporting force and analysis of plastic zone distribution, comparative analysis of engineering adaptability of different construction methods from the construction process and construction mechanics, get optimization tunnel construction scheme
Since, both the relative position of tunnels and the construction procedure affect the soil movement...
Loess geological tunnels are characterized by weak geological structure and poor self-stability of s...
Many problems are encountered in the construction of bifurcated tunnels due the abrupt change in sec...
The construction process of the tunnel ground deformation regularity of surrounding rock, stability,...
During the excavation process of a large-span variable cross-section of a tunnel, the deformation an...
To ensure the safety of excavations such as large section tunnels of the Guangxi Liubin Highway Tunn...
Although the determination of tunnel construction methods is extremely critical for the construction...
Convergence confinement method is an important guidance method for tunnel construction and support d...
Abstract The double sidewall guide pit and centre cross diagram (CRD) methods are often used for the...
In the new construction or reconstruction of expressway projects, the number of highway twin tunnels...
Based on the national highway 569 Mandala Datong highway Ningchan tunnel, the study on the optimizat...
Taking several tunnels under construction of a highway as the research object, the ultimate displace...
The conversion section of the cross passage and shaft is a priority concern in the stress transforma...
The Chongqing metro line 6 underpass expressway around the city is taken as an engineering backgroun...
Since, both the relative position of tunnels and the construction procedure affect the soil movement...
Since, both the relative position of tunnels and the construction procedure affect the soil movement...
Loess geological tunnels are characterized by weak geological structure and poor self-stability of s...
Many problems are encountered in the construction of bifurcated tunnels due the abrupt change in sec...
The construction process of the tunnel ground deformation regularity of surrounding rock, stability,...
During the excavation process of a large-span variable cross-section of a tunnel, the deformation an...
To ensure the safety of excavations such as large section tunnels of the Guangxi Liubin Highway Tunn...
Although the determination of tunnel construction methods is extremely critical for the construction...
Convergence confinement method is an important guidance method for tunnel construction and support d...
Abstract The double sidewall guide pit and centre cross diagram (CRD) methods are often used for the...
In the new construction or reconstruction of expressway projects, the number of highway twin tunnels...
Based on the national highway 569 Mandala Datong highway Ningchan tunnel, the study on the optimizat...
Taking several tunnels under construction of a highway as the research object, the ultimate displace...
The conversion section of the cross passage and shaft is a priority concern in the stress transforma...
The Chongqing metro line 6 underpass expressway around the city is taken as an engineering backgroun...
Since, both the relative position of tunnels and the construction procedure affect the soil movement...
Since, both the relative position of tunnels and the construction procedure affect the soil movement...
Loess geological tunnels are characterized by weak geological structure and poor self-stability of s...
Many problems are encountered in the construction of bifurcated tunnels due the abrupt change in sec...