摘要
以广东珠三角地区某场地砂土为研究对象,通过同时控制吸力、净室压力的非饱和土三轴剪切试验和同时控制吸力和净竖向压力的非饱和直剪试验,分析探讨了非饱和砂土的应力—应变性状及强度规律,得到了各自的变形和强度参数,并将这些参数进行了比较和分析,得出随吸力和净围压的变化,其强度、变形和各强度参数之间的变化规律。
With the sand in Guangzhou Pearl River Delta region,parameters of deformation and strength are obtained through unsaturated triaxial test and unsaturated shear test by controlling suction and pressure.It is concluded that strength,deformation and parameteras of strength vary with suction and pressure.
出处
《长江工程职业技术学院学报》
CAS
2011年第2期1-4,共4页
Journal of Changjiang Institute of Technology
关键词
非饱和土
基质吸力
非饱和三轴仪
非饱和土直剪仪
unsaturated sand
suction
triaxial apparatus for unsaturated soil
shear apparatus for unsaturated soil