Results 41 to 50 of about 163,434 (247)

Study on instability failure mode and monitoring early warning standard of surrounding rock in fully weathered argillaceous sandstone section of large section tunnel [PDF]

open access: yesE3S Web of Conferences, 2019
Based on the special geological conditions of a tunnel in Qingyuan section of Huizhou-Zhanzhou Expressway, FLAC3d numerical simulation software is used to simulate the rheological properties and instability of surrounding rock in large-section fully ...
Zhao Ming   +3 more
doaj   +1 more source

Experimental studies on the shear resistance of original coal-shale joint [PDF]

open access: yes, 2017
Purpose. Experimental study and theoretical modeling of the shear resistance of original coal-shale joint. Methods. A two-segment model was developed to describe the shear resistance-shear displacement curves obtained from the direct shear tests of ...
Dong, H, Guo, B, Wang, L
core   +2 more sources

Analysis of Influence Law of Burial Depth on Surrounding Rock Deformation of Roadway

open access: yesAdvance in Civil Engineering, 2020
In order to study the influence of burial depth on the roadway deformation, the deformation data of more than 100 roadways were collected and classified.
Hai Wu   +5 more
semanticscholar   +1 more source

Research on Deformation Control Measures of Surrounding Rock in Soft Rock Tunnel

open access: yesIOP Conference Series: Earth and Environmental Science, 2021
Abstract In order to study the control measures of soft rock tunnel surrounding rock deformation, based on the restraint effect of shotcrete anchor support on it, a support model was constructed, and numerical simulation was used to compare and analyze the restraint effects of different bolts controlling the surrounding rock deformation.
openaire   +1 more source

Mechanism of Time-Dependent Instability of Deep Soft-Rock Roadway and Crack-Filling Reinforcement Technology

open access: yesApplied Sciences, 2023
Soft broken surrounding rock exhibits obvious rheological properties and time-dependent weakening effects under the action of deep high-ground stress, leading to the increasingly prominent problem of sustained large deformation in deep roadways.
Bowen Wu   +5 more
doaj   +1 more source

Gas inclusions and their expansion power as foundation of rock “locked in” stress hypothesis [PDF]

open access: yes, 2014
About 35 years ago, Professor TAN Tjong-Kie proposed the hypothesis of rock “locked in” stresses and considered the “locked in” stresses were the failure cause of rock engineering projects.
Yue, QZQ
core   +1 more source

The risk assessment of tunnel surrounding rock deformation based on entropy weight method and extension matter element method

open access: yesIOP Conference Series: Earth and Environment, 2020
The deformation of surrounding rock is an expected geological hazard when the tunnel passes through the area with unfavorable geological conditions. If the surrounding rock deformation is too large, it will lead to serious safety hazards.
S. Hou
semanticscholar   +1 more source

Numerical methods of geomechanics tasks solution during coal deposits’ development [PDF]

open access: yes, 2016
Purpose. Generalization of numerical modeling of geomechanical processes in the vicinity of mine workings by finite elements method and making recommendations for substantiation of suitable construction and behavior of rock massif physical model ...
Bondarenko, V   +4 more
core   +2 more sources

Research on the Stress Distribution Law of Fully Anchored Bolt and Analysis of Influencing Factors under the Condition of Surrounding Rock Deformation

open access: yes, 2020
As the mining depth increases, the deformation of the roadway becomes more difficult to control. As a main supporting structure for maintaining the stability of roadway, the fully anchored bolt is widely used to reinforce deep mine. At the same time, the
Chengxing Zhao   +4 more
semanticscholar   +1 more source

Research on Supporting Measure at Intersection of Inclined Shaft and Major Tunnel in Highway

open access: yesAdvances in Civil Engineering, 2020
The deformation characteristics of the rock mass in the intersection between the Muzhailing highway tunnel and the inclined shaft is a complicated three-dimensional problem.
Xiaoming Sun   +4 more
doaj   +1 more source

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