节点文献
沥青混合料同轴剪切试验方法研究
Study on Co-axial Shear Test Method of Asphalt Mixes
【摘要】 在国内外沥青混合料抗剪试验方法研究分析的基础上,提出了一种全新的即同轴剪切试验方法,同轴剪切试验方法不但比较简便,而且试件受力特点符合路面的实际状况.建立同轴剪切试验模型的三维有限元模型,着重对同轴剪切试验试件力学响应进行分析,然后对同轴剪切试验试件受力特点进行有限元分析;根据试件的受力特点提出沥青混合料抗剪强度的指标,采用三轴试验抗剪强度指标进行对比验证.
【Abstract】 Based on the research of the shear test methods at home and abroad,the paper presents a new shear test method,the coaxial shear test.The method is simple,and the test sample stress characteristic conforms to the actual road conditions.The mechanics responses of the test samples are analyzed by three-dimensional finite element analysis method,and the coefficient of shear strength is then developed.Finally,the triaxial test results are used to confirm that the co-axial shear test results are correct.
【关键词】 沥青混合料;
同轴剪切试验方法;
有限元模型;
抗剪强度系数;
抗剪强度;
【Key words】 asphalt mixes; co-axial shear test; finite element analysis model; anti-shear strength coefficient; anti-shear strength;
【Key words】 asphalt mixes; co-axial shear test; finite element analysis model; anti-shear strength coefficient; anti-shear strength;
- 【文献出处】 同济大学学报(自然科学版) ,Journal of Tongji University(Natural Science) , 编辑部邮箱 ,2008年10期
- 【分类号】U414
- 【被引频次】26
- 【下载频次】328