期刊文献+

Review on frost resistance and anti-clogging of pervious concrete

原文传递
导出
摘要 Pervious concrete is a special type of concrete that is of high porosity and contains no or a small amount of fine aggregate,and it is an important basic material for sponge city construction.The presence of a large number of connected pores inside pervious concrete leads to a marked difference in durability failure mechanism compared with that of ordinary concrete.In this study,the frost resistance and anti-clogging of pervious concrete were introduced in detail,and the methods to improve their performance were summarized systematically.The cracking pattern of pervious concrete is influenced by geometric characteristics and three-dimensional morphological features of pores,resulting in its crack generation,development,and geometry being significantly different from those of ordinary concrete,thus leading to different freeze-thaw cycle mechanisms.In addition,due to its different pore structure compared to ordinary concrete,three types of clogging mechanisms,affecting the long-term permeability of pervious concrete were elaborated systematically(i.e.,physical clogging,biological clogging,and chemical clogging).And the ways to improve the anti-clogging of pervious concrete are systematically presented from multiple perspectives.Finally,in order to broaden the engineering applications of pervious concrete,some research proposals are presented in this study.
出处 《Journal of Traffic and Transportation Engineering(English Edition)》 EI CSCD 2024年第3期481-496,共16页 交通运输工程学报(英文版)
基金 financially supported by the National Natural Science Foundation of China(52208246,U22A20122) the Natural Science Foundation of Hunan Province(2023JJ40142) the Natural Science Foundation of Changsha(kq2202160) the Provincial Special Project for the Construction of National Sustainable Development Agenda Innovation Demonstration Zone in Chenzhou City(2023sfq50) the Fundamental Research Funds for the Central Universities(531118010493) Training Program for Excellent Young Innovators of Changsha(kq2107010)。
  • 相关文献

参考文献4

二级参考文献62

  • 1Buenfeld N R, Glass G K, Hassanein A M, et al. Chloride transport in concrete subjected to electric field. ASCE J Mater Civil Eng, 1998, 10(4): 220-228.
  • 2Glass G K, Buenfeld N R. Chloride-induced corrosion of steel in concrete. Prog Struct Eng Mat, 2001, 2(4): 448-458.
  • 3Jaffer S J, Hansson C M. Chloride-induced corrosion products of steel in cracked-concrete subjected to different loading conditions. Cem Concr Res, 2009, 39(2): 116-125.
  • 4Poupard O, A?'t-Mokhtar A, Dumargue P. Corrosion by chlorides in reinforced concrete: Determination of chloride concentration thres- hold by impedance spectroscopy. Cem Concr Res, 2004, 34(6): 991- 1000.
  • 5Lin G, Liu Y, Xiang Z. Numerical modeling for predicting service life of reinforced concrete structures exposed to chloride environ- ments. Cem Concr Compos, 2010, 32(8): 571-579.
  • 6Berke N S, Pfeifer D W, Weil T G. Protection againsi chloride- induced corrosion. Concr lnt Des Constr, 1988, 10(12): 45 55.
  • 7Song H W, Shim H B, Petcherdchoo A, et aI. Service life prediction of repaired concrete structures under chloride environment using finite difference method. Cem Concr Compos, 2009, 31 (2): 120-127.
  • 8Chandra S. Waste materials used in concrete manufacturing. West- wood, New Jersey: Noyes Publications, 1996.
  • 9Ramachandran V S. Concrete Admixtures Handbook--Properties, Science, and Technology. 2nd ed. Park Ridge, New Jersey: Noyes- Publications, 1995.
  • 10Shi C J, Qlan J S. High pertormance cementing materials trom industrial slags--A review. Resour, Conserv Recycl, 2000, 9(3): 195-207.

共引文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部