A Repeated Loading Triaxial Test Study on Resilient Modulus of Graded Crushed Stone

摘要：

　　To investigate the effect of confining stress,deviation stress,moisture content and gradation type on resilient modulus of graded crushed stones,three types of graded crushed stone with three moisture content levels(optimum moisture content and ±2% of the optimum moisture content,respectively) were used,and repeated loading triaxial (RLT) tests with twenty five stress levels were carried out.The RLT test results demonstrate that resilient modulus of graded crushed stone remarkably increases with decreasing moisture content and/or increasing confining stress; resilient modulus of graded crushed stone slowly increases,or minor decreases at the beginning and then slowly increases with increasing deviation stress at low stress state.Results also indicate that gradation type has a certain impact on resilient modulus of graded crushed stone.

关键词： Graded crushed stone Resilient modulus Repeated loading triaxial test

作者: Sui-Yuan WANG Zhi-Gang LUO

作者单位: Key Laboratory of Road Structure & Material,Research Institute of Highway,MOT,Beijing 100088,China China Civil Aviation Airport Engineering R&D Center,Beijing 100101,China

会议类型: 国际会议

会议名称: the 2012 2nd International Conference on Frontiers of Manufacturing Science and Measuring Technology (第二届制造科学与检测技术国际会议(ICFMM 2012))

会议地点: 西安

会议语种:英文

页码: 280-283

在线出版日期: 2012-06-12（万方平台首次上网日期，不代表论文的发表时间）