Valorization of dredged sediments: Influence of sediment content on mechanical properties and environmental behavior

Bader Bouzar, Yannick Mamindy-Pajany, Nor-edine Abriak, Mahfoud Benzerzour
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Abstract

This study explores the valorization of marine sediments as a substitute for natural sand in cementitious matrices for maritime applications. The results indicate that increasing sediment content leads to higher water-accessible porosity, resulting in materials that are less dense than the reference ones. However, mechanical performance remains acceptable for many maritime applications, even at high substitution rates exceeding 50%. The microscopic analysis confirms that the sediment is mainly composed of quartz — similar to natural sand — the​ physical properties of the two materials diverge considerably. The sediment exhibits higher porosity, greater water absorption, and lower bulk density, largely due to its finer particle size distribution and more heterogeneous morphology. The sediment morphology influences both the fresh and hardened states of the mortars, particularly impacting porosity and workability. Compressive strength tests identified the optimal formulation containing 60% sediment, achieving compressive strengths of 17 MPa at 7 days, 31 MPa at 28 days, and 35 MPa at 90 days in freshwater curing, with comparable results in saltwater. The material also demonstrated a robust dynamic modulus, suitable for long-term applications. Environmental assessments, including leaching tests performed according to NF EN 12457-2, confirmed that the sediment-based mortars are inert. All concentrations of trace metals and anions remained well below the regulatory thresholds for inert waste, even after 90 days of curing. The results further show that the sediment does not release harmful pollutants in marine or terrestrial environments, making it environmentally safe.
疏浚沉积物的增值:沉积物含量对机械性能和环境行为的影响
本研究探讨了海洋沉积物作为胶凝基质中天然砂的替代品在海洋应用中的增值。结果表明,随着沉积物含量的增加,水可及孔隙度增大,导致材料密度小于参考材料。然而,在许多海事应用中,即使在超过50%的高替代率下,机械性能仍然可以接受。显微分析证实,沉积物主要由石英组成,与天然砂相似,但两种物质的物理性质差异很大。沉积物具有较高的孔隙率、较大的吸水率和较低的容重,这主要是由于其粒度分布更细、形态更不均匀所致。沉积物形态对砂浆的新鲜和硬化状态都有影响,尤其是对孔隙度和和易性的影响。抗压强度测试确定了含60%沉积物的最佳配方,在淡水养护中,7天抗压强度为17 MPa, 28天抗压强度为31 MPa, 90天抗压强度为35 MPa,在盐水中也有类似的结果。该材料还显示出强大的动态模量,适合长期应用。环境评估,包括根据NF EN 12457-2进行的浸出试验,证实沉积物基砂浆是惰性的。即使经过90天的养护,所有微量金属和阴离子的浓度仍远低于惰性废物的规定阈值。结果进一步表明,沉积物不会在海洋或陆地环境中释放有害污染物,使其对环境安全。
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