首页 | 本学科首页   官方微博 | 高级检索  
     


Micropore of Aeolian Sand Concrete under MgSO4 Freeze Thaw Cycles
Authors:ZOU Yuxiao  SHEN Xiangdong  LI Genfeng  XUE Huijun  YUAN Qi and XIONG Lu
Affiliation:College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China,College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China,College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China,College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China,College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China and College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China
Abstract:The river sand was replaced by aeolian sand, and the concrete with different aeolian sand substitution rate was prepared. The damage failure law in mass fractions of 3% and 6% MgSO4solution and in clear water was investigated. With nuclear magnetic resonance(NMR), field emission scanning electron microscopy and energy dispersive spectrometer, the microscopic pore changes and hydration products in the aeolian sand concrete were analyzed. The results show that the freeze thaw cycle has the least damage to concrete in 6% MgSO4solution; with the increase of aeolian sand replacement rate, the concrete porosity decreases, the free fluid saturation decreases, and the impermeability is enhanced. The ettringite formed by the reaction of MgSO4 with the hydration product will fill the pores of the test piece and further inhibit the participation of MgSO4.The aeolian sand concrete has reasonable pore structure and low permeability, and its anti freeze durability in different freeze thaw media is obviously improved.
Keywords:aeolian sand concrete  MgSO4 freeze thaw  nuclear magnetic resonance(NMR)  environmental scanning electron microscope  permeability
点击此处可从《建筑材料学报》浏览原始摘要信息
点击此处可从《建筑材料学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号