The development degree of fissure water in underground rock is a great trouble to the construction of railway tunnel, which will cause a series of environmental geological problems. Take the surrounding rock-section of the typical red clay in Lvliang-Mt. railway tunnel below the underground water level as an example, several aspects about the red clay surrounding rock will be researched, including pore water pressure, volume moisture content, stress of surrounding rock, vault subsidence and horizontal convergence through the field monitoring. Taking into account the importance of railway tunnel engineering, the large shear test of red clay was carried out at the construction site specially and the reliable situ shear strength parameters of ...
With the increasing intensity of underground development, the planned metro lines will inevitably pa...
In view of the large deformation of thin-layer soft rock in the No. 2 inclined shaft of the Muzhaili...
The underground excavation in the weak rock mass is challenging as many stability problems may be en...
The development degree of fissure water in underground rock is a great trouble to the construction o...
A series of problems, including large deformation of supporting structures, shotcrete peeling, and y...
The influence of groundwater on tunnel engineering is very complicated. Due to the complexity of wat...
When a tunnel is excavated in the water-rich soft rock stratum, the strength of the soft rock is gre...
In the construction of mountain tunnels, biased and water-rich strata are often encountered. During ...
With the development of tunnels and other engineering constructions into the deep strata, rock masse...
The coupling of the joint network and groundwater in rock under bias conditions has a significant im...
Based on a typical project in an altered rock area, this study carried out numerical simulations usi...
We aim at the problem of the large deformation and difficult control of surrounding rock when passin...
It is important to study the mechanism of water inrush on a seam floor by exploring the rules of per...
The accurate prediction of the height of the water-conducting fracture zone is essential for the pre...
The development of the fissures in soluble rock of karst areas directly affects the construction and...
With the increasing intensity of underground development, the planned metro lines will inevitably pa...
In view of the large deformation of thin-layer soft rock in the No. 2 inclined shaft of the Muzhaili...
The underground excavation in the weak rock mass is challenging as many stability problems may be en...
The development degree of fissure water in underground rock is a great trouble to the construction o...
A series of problems, including large deformation of supporting structures, shotcrete peeling, and y...
The influence of groundwater on tunnel engineering is very complicated. Due to the complexity of wat...
When a tunnel is excavated in the water-rich soft rock stratum, the strength of the soft rock is gre...
In the construction of mountain tunnels, biased and water-rich strata are often encountered. During ...
With the development of tunnels and other engineering constructions into the deep strata, rock masse...
The coupling of the joint network and groundwater in rock under bias conditions has a significant im...
Based on a typical project in an altered rock area, this study carried out numerical simulations usi...
We aim at the problem of the large deformation and difficult control of surrounding rock when passin...
It is important to study the mechanism of water inrush on a seam floor by exploring the rules of per...
The accurate prediction of the height of the water-conducting fracture zone is essential for the pre...
The development of the fissures in soluble rock of karst areas directly affects the construction and...
With the increasing intensity of underground development, the planned metro lines will inevitably pa...
In view of the large deformation of thin-layer soft rock in the No. 2 inclined shaft of the Muzhaili...
The underground excavation in the weak rock mass is challenging as many stability problems may be en...