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重力式的或全高刚性面的加筋土挡墙的设计理论与方法

摘要第4-5页
Abstract第5页
Acknowledgements第6-8页
1 Introduction第8-14页
    1.1 What is GRS-RW Combined with a GRW or FHR Facing第8-9页
    1.2 Research Status Review第9-14页
        1.2.1 In China第9-11页
        1.2.2 Overseas第11-14页
    1.3 The purpose and research content of this study第14页
2 Method and Model for Numerical Analysis on GRS-RW第14-17页
    2.1 Mohr- Coulomb model to simulate soil materials第15页
    2.2 Interface第15-16页
    2.3 Geogrid simulation using cable element第16-17页
3 Design Theory of GRS-RW Combined with a GRW第17-23页
    3.1 Contents, Key Issues and Principle of Design Calculation第17-18页
    3.2 Failure Plane of GRS-RW第18-20页
    3.3 Effect of reinforcement on soil pressure on the back of retaining wall第20-23页
        3.3.1 Existing methods to determine the reinforcement effects on the soil pressure on the wall第20-21页
        3.3.2 Consideration on the calculation method for the earth pressure of GRS-RW with a GRW facing第21-23页
4 Design Method for GRS-RW Combined with a GRW第23-35页
    4.1 Working Strain of Reinforcement第24-26页
        4.1.1 Determination of working strain of reinforcement第24-25页
        4.1.2 Advantages of Design Method Based on Working Strain of Reinforcement第25-26页
    4.2 Determination of Tensile Force of Reinforcement第26页
    4.3 Analytical Methods for Action Force between Reinforced Soil and GRW第26-29页
    4.4 Illustration of the methods for calculate the force between GRW and reinforced soil using examples第29-35页
        4.4.1 Numerical Analysis of GRS-RW第29-32页
        4.4.2 Analytical Calculation of the Force between the GRW and the Reinforced Soil,E第32-35页
5 Design for GRS-RW having a Full Rigid Facing第35-49页
    5.1 Design Method第35-36页
    5.2 Example for Design of GRS-RW with a FHR Facing第36-49页
6 Conclusions and Prospect第49-51页
    6.1 Conclusions第49-50页
    6.2 Prospect第50-51页
7 Annex 1: References第51-56页
8 Annex 2: List of Table第56-57页
9 Annex 3: List of figure第57-58页
10 Annex 4: Abbreviations第58页
11 Annex 5: Notations第58-61页

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