Dissertation > Excellent graduate degree dissertation topics show
Extremely soft rock roadway control technology
Author: ZhuXiangHui
Tutor: WangWeiJun
School: Hunan University of Science and Technology
Course: Mining engineering
Keywords: Extremely soft rock Coupling support FLAC2D Numerical simulation
CLC: TD353
Type: Master's thesis
Year: 2010
Downloads: 218
Quote: 1
Read: Download Dissertation
Abstract
|
Supporting technique in deep-seated soft rock roadway is always one of the puzzles in underground engineering field at home and abroad. With increasing of exploit depth, complexity of environment, the surrounding rock stress become more high, the rock properties of soft rock tunnel excavation, supporting and maintenance problems become very important.By means of theoretic analysis, numerical simulation, field observations and etc, surrounding rock support of extremely soft rock roadway is systematically researched. The achievements are as following:Through the literature summarized in the concept of soft rock, given the definition of soft rock and analysis the soft rock of the surrounding rock deformation and failure processes; to the basis of elasticity and plasticity are obtained mesh reinforcement combined support much higher than the ultimate strength of support provided by the general carrying capacity.-300 east roadway of Hunan Niumasi mining company are summarized: fractured surrounding rock-mass; high horizontal geo-stress; serious heaving of floor rock-mass, serious heaving of flank side of roadway,fractured roof of roadway. Through summarizing the conceptions of compound roof on field data and field investigation, study the high level of stress of the deformation mechanism of extremely soft rock roadway.Analysis of the -300 East roadway surrounding rock mineral composition, observed by borehole imaging device within the surrounding rock fracture distribution and damage conditions, proposed roadway deformation and damage mechanism.Through the numerical simulation of the surrounding nature, the level of stress and other factors on very soft rock roadway deformation, that is the role of horizontal stress of such a strong base drum major roadway.By numerical calculation and field testing, analysis of the surrounding rock crushing zone, plastic zone development law, to determine the scope of the tunnel grouting and support parameters, according to tunnel surrounding rock displacement - time (Ut) curve to determine the U shaped steel support Support in bolting after 32 hours by roadway surface displacement monitoring, to determine the time and Grouting Support U steel support 10 days later.The paper propose high resistance pressure allowingălarge stiffness and high strength can effectively control extremely soft rock tunnel deformation and ensure the strong rock roadway stability. And he research results of thesis are successfully applied to -300 east roadway of Hunan Niumasi mining company.
|
Related Dissertations
- The Setting Bases of Working Pressure in LNG Systems and Orthogonal Experiment Design of Heat Exchangers,TQ051.5
- Study on Springback of High-Strength Steel Stamping,TG386
- Numerical Simulation and Experiment on Hydroforming of Cups with Controllable Radial Pressure,TG386
- Research on Technology and Mechanism of Joining Cemented Carbide to Carbon Steel,TG454
- Numerical Simulation of Film Cooling in Turbine Cascade with Non-Axisymmetric Endwall Method,V231.3
- High Speed Aerodynamic Convection and Coupled Heat Transfer of Complicated Bodies,V215.4
- The Analysis on Characteris of Vibration Source about Vertical Vibration of Surrounding Environment Induced by Rail Transit,U211.3
- Study on the Heat Transfer Characteristics of Particle Cluster in Circulating Fluidized Bed,TK124
- Numerical Simulation of SNCR Process of a 600MW Utility Boiler,TK222
- Numerical Simulation of Biomass Direct Reburning,TK16
- Numerical Simulation on Pulverized Coal Combustion Process in a 670T/H Tangential Firing Furnace,TK224.11
- Numerical Simulation on the Combustion Process in the Furnace of a 1000MW Lignite-Fired USC Boiler,TK224.11
- Study on Gas-Solid Two-Phase Flow in Spouted Beds,TK173
- Experimental Study and Numerical Simulation on Aerodynamic Field of Tangential Bias Swirl Burner,TK223.23
- Characteristic Study of Combustion in Central Reverse Flame Chamber,TK223.21
- Numerical Simulation and Contrastive Analysis of Labyrinth Seals and Leaf Seals,TK263.2
- Numerical Study on Phosphorus Distribution in Water Environment of the Three Gorges Reservoir,X832
- The Design and Performance Simulation of External Valve Small Displacement Pump,TE933.3
- Analysis of the Impact of Tailings Dam Stability under Seepage Role,TV649
- Study on Hydraulic Fracturing of Low Permeability Reservoir,P618.13
- Numerical Simulation and Experimental Study of Air-Assisted Sprayer of Orchard,S491
CLC: > Industrial Technology > Mining Engineering > Mine the pressure and support > Mine support equipment > Roadway support
© 2012 www.DissertationTopic.Net Mobile
|