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Study of Stability Assessment Method for Deep Surrounding Rock

Applied Mechanics and Materials, 2014
According to the three characteristics of deep surrounding rock: high stress, high temperature and high seepage, the three field coupling control equation of temperature-stress-seepage are established, the finite element method is used for solution.
Zhi Tong Mao, Yan Peng Zhu
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A Study on Stability of Expressway Tunnel Surrounding Rock Containing Weak Intercalated Rock

Advanced Materials Research, 2010
Weak intercalated rock plays an important role in the stability of engineering rock mass. It controls the mechanism of deformation and breakage of rocks. Systematic numerical tests have been carried out to study the stability of surrounding rock mass with different distributions of weak intercalated rock has been analyzed by the FEM software ABAQUS ...
Da Kun Shi, Yang Song Zhang
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A Study on the Influence by Karst on the Stability of Surrounding Rock in Neighborhood Tunnel

Advanced Materials Research, 2012
Based on the Shuangbei tunnel, this paper studied influences on the deformation and stress of surrounding rock, regarding different Karst sizes and locations in such a neighborhood tunnel. The study indicates that variations of size and distance of the karst have prominent influence on the vertical displacements of vault and right side-wall in the ...
Cheng Wang, Xiao Qiang Pi
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Stability Analysis of Surrounding Rocks of Underground Powerhouse in a Hydropower Station

Advanced Materials Research, 2014
The underground powerhouse of a hydropower station is a typical large-span and high side wall cavern group. The stability analysis of high side wall and the rock between caverns is key for cavern design. Based on the process of excavation and anchorage of underground caverns, FLAC3D numerical modeling technique is used to dynamically analyze the ...
Jun Hu, Xiao Peng Yu
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Extending Section of Underground Cavities and Analysis of the Stability for Surrounding Rock

Applied Mechanics and Materials, 2013
Expatiate the forms of underground cavities extending section. Express the character and application range of every form. The stress-strain states of rock around garage, in each form at each step, were defined through carry out numerical simulation by using the ANSYS program.
Yuan Lai, Zhen Rong Lin
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Stability and viscoelastic analysis about the surrounding rock of highway tunnel

2011 International Conference on Electric Technology and Civil Engineering (ICETCE), 2011
According to actual engineering of a highway tunnel, this paper studies the tunnel stability without support and with support by Poynting-Thomson model. The transformation law of the stress with time of the bolt-shotcrete support is discussed. The results show that theoretical calculations and field monitoring data are in comparative agreement.
Qiang Huang   +3 more
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Analysis on Surrounding Rock Stability of Joints Strike Parallel to the Cavern

Applied Mechanics and Materials, 2014
In order to study the influence on the different parts of the cavern by joints, the three-dimensional model is built by Patran and then calculated with FLAC3D after meshing. Seven working conditions about different inclination of joints (0°15°30°45°60°75°90°) are considered in the calculation.
Zhi Zeng Zhang   +2 more
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Analysis and Controlling of the Surrounding Rock Stability Mechanism in Underground Engineering

Applied Mechanics and Materials, 2012
This thesis introduces various factors of surrounding rock stability mechanism and instability modes, indicates its control methods and thought. The achievements apply well in engineering practices and have good values and researches on surrounding rock stability have instructive significance in engineering execution.
Xian Kai Bao, Guo Qiang Li
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The influence of the heterogeneity of rock mass for surrounding rock stability evaluation of a tunnel

Bulletin of Engineering Geology and the Environment, 2023
Guofeng Li, Mingming He, Yue Bai
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