ELASTO-PLASTIC CONSTITUTIVE MODEL OF SOIL-STRUCTURE INTERFACE IN CONSIDERATION OF STRAIN SOFTENING AND DILATION
STRAIN SOFTENING、INTERFACE、interface problem、plastic potential、model、deformation behavior、strain softening、potential theory、function、results、stress field、shear stress、constitutive、traditional、shear tests、generalized、framework、in order、approach、simple
22
O34;O3
the National Natural Science Foundation of China and Yalona River Hydropower Development of Ertan Hydropower Development Company 50639050
2009-06-10(万方平台首次上网日期,不代表论文的发表时间)
共9页
171-179