Design and Mechanical Properties of Green Ultra-high Perform
发布时间：2022-12-07 19:47
This thesis overseas a new Green Ultra-high Performance Concrete（GUHPC）mix design to develop and improve with the aim of reducing environmental and economic funds while aiming for better performance.The proposed mix uses Portland Cement,as a means to reduce the gross cement content.The optimized mix design features 20%of silica fume and 30%of slag,2.5%of steel fibres by the total volume,and very low water-to-binder ratio.The proposed mix is validated and characterized thurough a comprehensive ex...
【文章页数】：50 页
【学位级别】：硕士
【文章目录】：
Abstract CHAPTER 1 INTRODUCTION 1.1 ULTRA HIGH PERFORMANCE (UPHC) CONCRETE BACKGROUND 1.2 THESIS STATEMENT CHAPTER 2 LITERATURE REVIEW 2.1 CONCRETE DESIGNS AND APPLICATION 2.2 ULTRA HIGH PERFORMANCE (UHPC) CONCRETE REVIEW 2.3 GREEN CONCRETE CHAPTER 3 MATERIALS AND METHOD 3.1 EXPERIMENTAL PROCEDURES 3.2 FLEXURAL VERSUS TENSILE STRENGTH 3.3 COMPRESSIVE STRENGTH CHAPTER 4 RESULTS AND DISCUSSION 4.1 ANALYSES OF EXPERIMENTAL SSF1-SAMPLES 4.2 ANALYSES OF EXPERIMENTAL SSF2-SAMPLES 4.3 ANALYSES OF EXPERIMENTAL SSF3-SAMPLES 4.4 ANALYSES OF EXPERIMENTAL SSF4-SAMPLES 4.5 COMPARISON OF RESULTS FOR THE SAME PERIOD 4.6 EFFECT OF STEEL FIBER AND PVA FIBER 4.7 EFFECT OF STEEL FIBER AND BASALT FIBER 4.8 samples mixed with steel fibers,PVA fibers and basalt fibers CHAPTER 5 CONCLUSION AND RECOMMENDATION 5.1 CONCLUSION Appendix ACKNOWLEDGEMENT REFERENCES
本文编号：3712730
【文章页数】：50 页
【学位级别】：硕士
【文章目录】：
Abstract CHAPTER 1 INTRODUCTION 1.1 ULTRA HIGH PERFORMANCE (UPHC) CONCRETE BACKGROUND 1.2 THESIS STATEMENT CHAPTER 2 LITERATURE REVIEW 2.1 CONCRETE DESIGNS AND APPLICATION 2.2 ULTRA HIGH PERFORMANCE (UHPC) CONCRETE REVIEW 2.3 GREEN CONCRETE CHAPTER 3 MATERIALS AND METHOD 3.1 EXPERIMENTAL PROCEDURES 3.2 FLEXURAL VERSUS TENSILE STRENGTH 3.3 COMPRESSIVE STRENGTH CHAPTER 4 RESULTS AND DISCUSSION 4.1 ANALYSES OF EXPERIMENTAL SSF1-SAMPLES 4.2 ANALYSES OF EXPERIMENTAL SSF2-SAMPLES 4.3 ANALYSES OF EXPERIMENTAL SSF3-SAMPLES 4.4 ANALYSES OF EXPERIMENTAL SSF4-SAMPLES 4.5 COMPARISON OF RESULTS FOR THE SAME PERIOD 4.6 EFFECT OF STEEL FIBER AND PVA FIBER 4.7 EFFECT OF STEEL FIBER AND BASALT FIBER 4.8 samples mixed with steel fibers,PVA fibers and basalt fibers CHAPTER 5 CONCLUSION AND RECOMMENDATION 5.1 CONCLUSION Appendix ACKNOWLEDGEMENT REFERENCES
本文编号：3712730
本文链接：https://www.wllwen.com/kejilunwen/huaxuehuagong/3712730.html
教材专著
