After comparision,tho peripheral displacements obtained by in-situ convergence deformation measurement and that obtained by finite element method are essentially identical.
And also excavation will induce deformation of the adjacent rock towards the free face known as convergence deformation which causes settling of ground simultaneously.
After the roadway was excavated,the destruction of supporting roadway is very severe. The deformation of roadway is no convergence deformation; and the iron mine is difficult support mine.
The paper gives an example of headrace tunnels of a certain hydropower project,analyses the main factors which effect on deformation of surrounding rock of tunnels and presents principle and method for deformation measurement for surrounding rock of tunnels in this project The in-situ measured data shows that convergence de-formation curve for the limestone is"S"in shape,while convergence deformation curve of interbedded limestone and shale is in hyperbola shape.
Taking the converging deformation measurement of the power tunnel of the Changma reservoir as an example, analysis and discussion are conducted on converging deformation of weak rock.
Different monitors,such as the convergent deformation of tunnel round rock,the anchor stresses,the displacement of round rock,etc,were used to monitor the stability parameters of tunnel round rock in tunnel construction process respectively. These results provided a large of feedback information for the design of shoring system.
To ideally treat the complex nonlinear relationship between the convergent deformation of mining tunnel and the wall-rock mechanics,back analysis method was used to study the wall-rock mechanics parameters of Longdong's mining tunnel at -74 m level.
The value-taking samples for wall-rock mechanics parameters in the EFM normal analysis were ascertained by orthogonality theorem and the value of the tunnel convergent deformation was calculated by 2D-Sigma finite element software,which was then used as the input sample.
Major causes of cracks are contraction deformation in early stage,too complicated and changeable geologic setting, improper section shape of the tunnel,wrong practice of NATM construction,etc.
The formation of Jinchuan ore body is analysed on the base of the geody-namics of the China plate. Due to this formation under high stresses and tem-peratures and later subsequent tectonic activity residual tectonic stresses mustbe still an active suspection of the galleries show that the considerable conver-gence of the tunnel boundaries are closely related to the complex geological struc-ture. These motions are further ascribed to: (1) Lateral creep due to normal stresses acting around the galleries; (2) ...
The characteristics of modelling material of rock,rockbolts and shotcrete are investigated in this paper.The rockcolts and shotcrete shoring for a circular opening in isotropic media with various length and spacing of rockbolt are inves- tigated too by geomechanical modelling tests.The test result reveals that for weak rock,the supporting capacity of the surrounding rock shored with rockbolts and shotcrete is improved,but the deformable rigidity of the surrounding rock shored with rockbolts only will be alw...
The paper gives an example of headrace tunnels of a certain hydropower project,analyses the main factors which effect on deformation of surrounding rock of tunnels and presents principle and method for deformation measurement for surrounding rock of tunnels in this project The in-situ measured data shows that convergence de-formation curve for the limestone is"S"in shape,while convergence deformation curve of interbedded limestone and shale is in hyperbola shape.After comparision,tho peripheral displacement...