Reuse potential of dredged river sediments in concrete: Effect of sediment variability

被引:38
作者
Beddaa, Hamza [1 ,2 ,3 ]
Ouazi, Ilyass [1 ]
Ben Fraj, Amor [1 ]
Lavergne, Francis [1 ]
Torrenti, Jean-Michel [3 ]
机构
[1] Cerema, Project Team DIMA, 120 Rue Paris,BP 216 Sourdun, F-77487 Provins, France
[2] Clamens, Rue Carrieres ZI SUD, F-77270 Villeparisis, France
[3] Paris Est Univ, IFSTTAR, 14 Blvd Newton, F-77455 Champs Sur Marne, France
关键词
Sediment variability; Concrete; Hydration; Strength; Shrinkage; PERSISTENT ORGANIC POLLUTANTS; DRYING SHRINKAGE; PAVING BLOCKS; SOIL STABILIZATION; PORTLAND-CEMENT; MARINE; DURABILITY; AGGREGATE; STRENGTH; BEHAVIOR;
D O I
10.1016/j.jclepro.2020.121665
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Dredged river sediments may potentially be reused as aggregate in concrete production. The variability of dredged sediments has been quantified by measuring their concentrations of heavy metals, several distinct pollutants, specific granular fractions and organic content at various locations in the Seine River watershed over three years (2015-2017). It has been shown that the sediment deposit does not significantly change from one year to the next, while the organic content, which delays cement hydration, concentrates in the finest fraction removable by sieving. Moreover, 30% of sediment volume is mainly sand and readily reusable in the form of concrete aggregate. Various sediments have thus been sieved to coarse aggregates, sands and fines in order to formulate concretes. Substituting 30% of aggregate volume by the resulting coarse aggregates or sands, once depleted of silt and organic matter: marginally affects hydration, extends setting time to just under 3 h, decreases compressive strength by 10%, and increases shrinkage strain by 15%. In contrast, the finest part of the sediment significantly alters these properties, owing to its soluble organic matter and silt contents.
引用
收藏
页数:16
相关论文
共 69 条
  • [1] ADEME, 2012, STUD PRIC IN WAST DI
  • [2] About a possible valorisation in cementitious materials of polluted sediments after treatment
    Agostini, F.
    Skoczylas, F.
    Lafhaj, Z.
    [J]. CEMENT & CONCRETE COMPOSITES, 2007, 29 (04) : 270 - 278
  • [3] AN INTRODUCTION TO KERNEL AND NEAREST-NEIGHBOR NONPARAMETRIC REGRESSION
    ALTMAN, NS
    [J]. AMERICAN STATISTICIAN, 1992, 46 (03) : 175 - 185
  • [4] [Anonymous], 2012, EN123903
  • [5] [Anonymous], 2012, EN9333
  • [6] [Anonymous], 2012, AM CONCRETE I ACI SP
  • [7] [Anonymous], 2010, EN1969
  • [8] [Anonymous], 2002, EN126174
  • [9] [Anonymous], 2012, EN, 933-1
  • [10] [Anonymous], 2012, EN123502