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Enhancement of the Behavior of Laterally Loaded Model Scale Piles Embedded in Calcareous Sand by Soil Improvement

Acknowledgements第4-5页
摘要第5-6页
Abstract第6页
CHAPTER 1: BACKGROUND AND LITERATURE REVIEW第12-36页
    1.1 INTRODUCTION第12-13页
    1.2 PROPERTIES OF CALCAREOUS SAND第13-17页
        1.2.1 Classification of Calcareous deposits第13-14页
        1.2.2 Bulk And Individual Grains Physical Properties第14-15页
        1.2.3 Calcareous sediments engineering properties第15-17页
    1.3 PILES FOUNDATION AXIAL CAPACITY IN CALCAREOUS SAND第17-21页
        1.3.1 Skin Friction第18-20页
        1.3.2 End Bearing第20-21页
    1.4 PILES FOUNDATION LATERAL CAPACITY IN CALCAREOUS SAND第21-34页
        1.4.1 Exisiting analytical approaches to predict laterally loaded pile behavior第21-30页
        1.4.2 Experimental and analytical studies concern about piles embedded in calcareous sand第30-32页
        1.4.3 Finite element analysis第32-33页
        1.4.4 Grouting and cementation influences第33-34页
    1.5 RESEARCH OBJECTIVES第34-35页
    1.6 THESIS STRUCTURE第35-36页
CHAPTER 2: PILE LATERAL LOAD TEST IN VIRGIN SOIL EXPERIMENTAL INVESTIGATION第36-58页
    2.1 INTRODUCTION第36页
    2.2 TEST LAYOUT AND PREPARATION第36-44页
        2.2.1 Test layout第36-38页
        2.2.2 Materials specifications第38-40页
        2.2.3 Measurements and instrumentation第40-44页
    2.3 TEST PROCEDURE第44-45页
    2.4 TEST RESULTS第45-57页
        2.4.1 Free Head condition第45-51页
        2.4.2 Fixed head condition第51-57页
    2.5 SUMMARY第57-58页
CHAPTER 3: EXPERIMENTAL INVESTIGATION OF PILE POST GROUTING INFLUENCE第58-77页
    3.1 INTRODUCTION第58页
    3.2 TEST LAYOUT AND PREPARATION第58-62页
        3.2.1 Test layout第58页
        3.2.2 Materials specifications第58-59页
        3.2.3 Grout injection equipment第59-61页
        3.2.4 Measurements and instrumentation第61-62页
    3.3 TEST PROCEDURE第62-64页
    3.4 TEST RESULTS第64-76页
        3.4.1 Free Head condition第64-70页
        3.4.2 Fixed head condition第70-75页
        3.4.3 General remarks of test results第75-76页
    3.5 SUMMARY第76-77页
CHAPTER 4: INTERPRETATION AND NUMERICAL MODELLING OF EXPERIMENTAL RESULTS第77-87页
    4.1 INTRODUCTION第77页
    4.2 ANALYTICAL REMARKS第77-81页
    4.3 FINITE ELEMENT MODELING第81-86页
    4.4 SUMMARY第86-87页
CHAPTER 5: CONCLUSIONS AND FUTURE RESEARCH第87-91页
    5.1 INTRODUCTION第87-88页
    5.2 CONCLUSIONS第88-90页
        5.2.1 Virgin Soil condition experimental investigation findings第88页
        5.2.2 Post grouted piles experimental investigation findings第88-89页
        5.2.3 Grout Injection process findings第89-90页
    5.3 RECOMMENDATIONS FOR FUTURE RESEARCH第90-91页
REFERENCES第91-94页

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