Expansion mechanism of sulfate attack on cement-treated aggregates under freeze-thaw cycles  

作　　者：Qi WANG Jiankun LIU Xu LI Pengcheng WANG Jingyu LIU Mingzhi SUN 

机构地区：[1]Research Institute of Highway Ministry of Transport,Beijing,100088,China [2]School of Civil Engineering,Sun Yat-sen University,Guangzhou,510006,China [3]School of Civil Engineering,Beijing Jiaotong University,Beijing,100044,China [4]State Key Laboratory for Tunnel Engineering,Guangzhou,510275,China [5]Railway Engineering Research Institute,China Academy of Railway Sciences Corporation Limited,Beijing,100081,China

出　　处：《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》2025年第1期36-49,共14页浙江大学学报(英文版)A辑(应用物理与工程)

基　　金：National Natural Science Foundation of China(Nos.42171130 and 42301158);Pilot Project of China’s Strength in Transportation for the Central Research Institute(No.QG2021-1-4-7);National Key Technology Research and Development Program of the Ministry of Science and Technology of China(No.2021YFB2601200).

摘　　要：Sulfate attack-induced expansion of cement-treated aggregates in seasonally frozen regions is a well-known issue which causes continuous expansion in railway subgrades,and particularly in high-speed railways.Accordingly,we investigated the influence of material proportions,the number of freeze-thaw(FT)cycles,and temperature gradients on the expansion mechanism of sulfate attack on cement-treated aggregates subjected to FT cycles.The conditions,laws,and dominant factors causing the expansion of aggregates were analyzed through swelling tests.The results indicate that under FT cycles,3%content cement-treated graded macadam only experiences slight deformation.The maximum strain of graded macadam attacked by 1%sodium sulfate content in each FT cycle is significantly larger than that of 3%content cement-treated graded macadam attacked by 1%sodium sulfate content.Using scanning electron microscopy,needle-like crystals were observed during sulfate attack of cement-treated graded macadam.Through quantitative analysis,we determined the recoverable and unrecoverable deformations of graded macadam under FT cycles.For graded macadam under sulfate attack,the expansion is mainly induced by periodic frost heave and salt expansion,as well as salt migration.For cement-treated graded macadam under sulfate attack,the expansion is mainly induced by chemical attack and salt migration.This study can serve as a reference for future research on the mechanics of sulfate attack on cement-treated aggregates that experience FT cycles,and provide theoretical support for methods that remediate the expansion induced by sulfate attack.

关 键 词：Sulfate attack Freeze-thaw(FT)cycle Expansion Cement-treated aggregates Dominant factors 

分 类 号：O15[理学—数学]