Rheology of pure and mineral admixture modified cement pastes and their degradation due to calcium leaching
This paper is to deal with the modeling of compressive strength of leached pastes subjected to aggressive lechant.Firstly,rheology testing was performed on fresh pastes by using Con-Tec Viscometer.The slump flows in relation to rheological parameters were obtained.Then uniaxial compressive test was carried out on both well-preserved and corrosive pastes.The loss of compressive strength has a significant linear correlation with leached ratio for all pastes specimens.Finally,a prediction model forecasting reduction in strength was proposed.
Hu Yang Cairong Lu Weibao Liu Guoxing Mei Heng Wang Xueliang Ge
Nanjing Hydraulic Research Institute;b.State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering;c.R&D Center of Hydropower Engineering Safety and Environmental Technology,NEA,Nanjing,China
国际会议
上海
英文
1-6
2018-12-17(万方平台首次上网日期,不代表论文的发表时间)