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Effective Stress Law of Permeability in Tight Sandstone and Limestone

Abstract第3页
CHAPTER 1 INTRODUCTION第6-9页
    1.1 PROBLEM STATEMENT第6-7页
    1.2 OBJECTIVES第7-9页
CHAPTER 2 LITERATURES REVIEW第9-17页
    2.1 Tight Sandstone & Limestone第9-11页
    2.2 Models of Permeability and Effect Stress Relationship第11-14页
        2.2.1 Exponential Model第11-13页
        2.2.2 Power Model第13-14页
    2.3 Effective Stress Coefficient for Permeability第14-17页
        2.3.1 Effective Stress Law of Permeability第14-15页
        2.3.2 Effective stress Coefficient for permeability of tight sandstone第15-17页
CHAPTER 3 DEDUCING MODELS OF EFFECTIVE STRESS COEFFICIENTFOR PERMEABILITY OF SANDSTONE第17-52页
    3.1 Cylindrical Cross Section Model of Identical mineral第19-24页
    3.2 Microstructure Model for Effective Stress Coefficient第24-52页
        3.2.1 Clay Shell Model of Clay Rich Tight Sandstone第24-34页
        3.2.2 Clay Particle Model of Clay Rich Tight Sandstone第34-46页
        3.2.3 Clay Shell Model of Limestone第46-52页
CHAPTER 4 Effective Stress Coefficient for Permeability第52-57页
    4.1 Clay shell and Clay particle models Properties第52-53页
    4.2 Clay Particle & Clay Shell Model and Experiment Plot第53-55页
    4.3 Case Study of the Clay Particle model and Clay Shell Model第55-57页
CHAPTER 5 APPLICATIONS OF CLAY SHELL & CLAY PARTICLE MODEL.第57-68页
    5.1 Permeability and Effective Stress Relationship第57-59页
    5.2 Impact of Effective Stress Coefficient for Permeability第59-61页
    5.3 Effective stress Coefficient for Permeability of Tight Sandstone第61-62页
    5.4 Modelling Tight Sandstone Oil Production Reservoir第62-68页
CHAPTER 6 CONCLUSIONS AND RECOMMENDATIONS第68-71页
    Conclusion第68-69页
    Recommendation第69-71页
REFERENCES第71-76页
ACKNOWLEDGEMENT第76页

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