岩土工程学报2013，Vol.35Issue(1)：170-174,5.
某板岩粗粒料湿化特性三轴试验研究
Triaxial tests on wetting deformation behavior of a slate rockfill material
摘要
Abstract
A number of large-scale triaxial tests are performed to investigate the wetting deformation behavior of a slate rockfill material. The relationship among wetting volumetric strain, shear strain, confining pressure and stress level is analyzed. The test results show that the wetting volumetric strain and the shear strain increase with the increase of both the confining pressure and the stress level. Using the test results, the applicability of Shen's wetting deformation model is verified for the test soil. It is found that Shen's wetting deformation model can not satisfactorily reflect the wetting volumetric strain, but it can suitably reflect the relationship between the wetting shear strain and the stress state. By analyzing the shear strength behavior after wetting, the wetting under different stress levels has little influence on the strength parameter of the coarse-grained soil.关键词
湿化变形/大型三轴试验/强度指标/沈珠江模型Key words
wetting deformation/ large-scale triaxial test/ strength parameter/ Shen's model分类
建筑与水利引用本文复制引用
朱俊高,Mohamed A.ALsakran,龚选,轩向阳,吉恩跃..某板岩粗粒料湿化特性三轴试验研究[J].岩土工程学报,2013,35(1):170-174,5.基金项目
高等学校学科创新引智计划资助(B13024) （B13024）
高等学校博士学科点专项科研基金(20110094110002) （20110094110002）
住房和城乡建设部科学技术计划项目(2012-K3-9) （2012-K3-9）
