Analysis on In-situ Shear Test Results of Longtan RCC
This paper analyzes the changing characteristics of RCC shear strengths and shear parameters with different cementitious material contents, different time intervals between lift placements, and different lift surface treatment methods based on the shear test results of in-situ specimens and core samples, and explores the increase characteristics of RCC shear strength with age as well as the size effect on shear strength.
RCC shear test shear parameters
Xiao Feng Wang Hongbin
Mid-South Design & Research Institute, CHECC, Changsha 410014, China
国际会议
第五届碾压混凝土坝国际研讨会(The Fifth International Symposium on Roller Compacted Concrete(RCC))
贵阳
英文
363-367
2007-11-02（万方平台首次上网日期，不代表论文的发表时间）