节点文献
九甸峡堆石料蠕变特性试验研究
Study of Jiudianxia rockfill creep behaviors by triaxial creep model test
【摘要】 通过大型三轴蠕变试验,对九甸峡面板堆石坝堆石料进行了研究,对其蠕变机理和模型进行了探讨,并对蠕变模型参数的影响因素和取值范围进行了分析。九甸峡堆石料轴向蠕变在半对数坐标中与时间基本上呈线性关系,而体积蠕变则在双对数坐标中与时间有良好的线性关系。因此,可采用对数函数εa=a+blgt描述轴向蠕变与时间的关系,采用幂函数εv=αtβ拟合堆石料体积蠕变与时间的关系,模型参数可以通过三轴蠕变试验获得。
【Abstract】 The rockfill creep behaviors of the Jiudianxia CFRD were studied by a triaxial creep model test.The test results revealed that the axial creep strain follows a logarithmic law εa = a + blgt,while the volumetric creep behavior can be well represented by a power law εv = ptq.The creep mechanism and factors that affects model parameters were discussed,and the model parameters could be obtained from the triaxial test data.
【关键词】 岩土力学;
蠕变特性;
三轴试验;
堆石料;
应力水平;
围压;
模型;
【Key words】 rock and soil mechanics; creep behavior; triaxial test; rockfill; shear stress level; confining pressure; physical model;
【Key words】 rock and soil mechanics; creep behavior; triaxial test; rockfill; shear stress level; confining pressure; physical model;
【基金】 国家自然科学基金资助项目(50679091)
- 【文献出处】 水力发电学报 ,Journal of Hydroelectric Engineering , 编辑部邮箱 ,2010年06期
- 【分类号】TV41
- 【被引频次】19
- 【下载频次】224