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混装乳化炸药的爆破特性研究及其工程应用

Abstract第4页
Chapter one: Introduction第8-11页
    1.1 Study purpose and significance第8页
    1.2 The present situation of research at home and abroad第8-9页
    1.3 The main work of this paper第9-11页
Chapter two: The rock breaking mechanism of rock blasting第11-25页
    2.1 General description of rock blasting第11页
    2.2 The rock breaking mechanism of rock blasting第11-13页
    2.3 Internal and external effects of rock blasting第13-15页
    2.4 Rock blasting theoretical model第15-24页
        2.4.1 Expansion of detonation gas pressure failure theory第15-16页
        2.4.2 The reflected wave tensile stress failure theory第16页
        2.4.3 Combination of stress wave and detonation gas theory第16-18页
        2.4.4 Reflected stress wave damage theory第18-19页
        2.4.5 Tensile principle stress failure theory第19-23页
        2.4.6 Main factors in blasting第23-24页
    2.5 conclusion第24-25页
Chapter three: Blasting technology of mixed emulsion explosive第25-37页
    3.1 Production process第25页
    3.2 Basic conditions of emulsion explosive mixed loading truck第25-27页
        3.2.1 Mixed explosive car technology第25-27页
        3.2.2 Quantitative test blast ruptured range第27页
    3.3 Procedure of the blasting project step by step (typical project)第27-29页
        3.3.1 RCC Cofferdam Demolition Blasting of the three gorges第27-28页
        3.3.2 Introduction of blasting course第28页
        3.3.3 Blasting construction第28页
        3.3.4 Safety control technology第28-29页
        3.3.5 Result of the blasting第29页
    3.4 basic conditions of ground station第29-30页
        3.4.1 Ground station第29-30页
        3.4.2 Station processing technology of semi-finished products第30页
    3.5 basic conditions of ground station第30-32页
    3.6 mixed loading emulsion explosive safety performance第32-33页
    3.7 mixed loading emulsion explosive properties第33页
    3.8 basic structures mixed of propellant charge第33-34页
    3.9 analysis of blasting effect of mixed loading of explosives第34-35页
    3.10 Mixed loading of explosive blasting features第35-37页
        3.10.1 Water hole blasting construction第35-36页
        3.10.2 Safety guaranteed第36页
        3.10.3 easy to use, strong applicability第36-37页
Chapter four: The field testing of rock cracking zone for deep hole bench blasting第37-47页
    4.1 Introduction of digital television system of drilling borehole wall第37页
    4.2 Test of rock cracking zone for deep hole bench blasting第37-38页
        4.2.1 The engineering background第37-38页
        4.2.2 The engineering geological conditions第38页
    4.3 The arrangement of measuring points第38-39页
    4.4 The blasting parameter第39-40页
    4.5 The test discussion第40-46页
        4.5.2 First hole measured test results第43页
        4.5.3 Second hole measured test results第43-45页
        4.5.4 Third hole measured test results第45页
        4.5.5 Fourth hole measured test results第45-46页
    4.6 The chapter result第46-47页
Chapter five: Computer simulation analysis第47-69页
    5.1 The software introduction第47页
    5.2 Calculation parameters第47-51页
        5.2.1 Basic LS-DYNA for solving process第47-48页
        5.2.2 constitutive model selection第48-49页
        5.2.3 explosive model第49-51页
    5.3 Calculation parameters第51-56页
        5.3.1 Explosive rapture range of mathematical module第51-52页
        5.3.2 Calculation of pressure one hole wall第52-53页
        5.3.3 Gas detonation loading and pressure on hole wall第53-55页
        5.3.4 Analysis the mathematical model第55-56页
    5.4 calculation results of computer simulation analysis第56-57页
    5.5 Computer simulation analysis第57-68页
        5.5.1 Material properties第57页
        5.5.2 Establishment of finite element model第57-58页
        5.5.3 Finite element mesh generation第58-60页
        5.5.4 Motion equation第60页
        5.5.5 Loading (mounting)第60页
        5.5.6 Solving第60-61页
        5.5.7 Analysis of results (conclusion)第61-68页
    5.6 Chapter conclusions第68-69页
Chapter six: Final result第69-70页
    6.1 Conclusion第69页
    6.2 Outlook第69-70页
References第70-76页
Acknowledgement第76页

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