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法国布雷斯特港疏浚沉积物作为道路建设替代材料的有益再利用:实验室研究

Beneficial reuse of Brest-Harbor (France)-dredged sediment as alternative material in road building: laboratory investigations.

作者信息

Maherzi Walid, Benzerzour Mahfoud, Mamindy-Pajany Yannick, van Veen Eleanor, Boutouil Mohamed, Abriak Nor Edine

机构信息

a Civil and Environmental Engineering Department , Ecole des Mines de Douai , Douai , France.

b Ecole Supérieure d'Ingénierie et des Travaux de la Construction de Caen (ESITC Caen) , Epron , France.

出版信息

Environ Technol. 2018 Mar;39(5):566-580. doi: 10.1080/09593330.2017.1308440. Epub 2017 Apr 9.

DOI:10.1080/09593330.2017.1308440
PMID:28301973
Abstract

The scarcity of natural aggregates promotes waste reuse as secondary raw material in the field of civil engineering. This article focuses on the beneficial reuse of marine-dredged sediments in road building. Thus, mixtures of raw sediments and dredged sand collected from Brest Harbur (Bretagne, France) were treated with road hydraulic binders. Formulation were prepared and characterized as recommended by the French Technical Guidelines for soil treatment with lime and/or hydraulic binders. Mechanical resistance results are quite similar for both the hydraulic binders, suggesting a similar reactivity with the studied sediment sample. However, some discrepancies can be noted on sustainability parameters. Indeed, water resistance after immersion at 40°C is significantly better for the mixtures treated with cement containing more glass-forming oxides (SiO + AlO) and fluxing (FeO+CaO + MgO + KO + NaO). Moreover, the both hydraulic binders can lead to swelling in the road materials as observed in scanning electron microscopy analyses. Indeed, microscopic observations indicated volumetric swelling of treated samples, which is greatly influenced on the one side by ettringite quantity and on the other hand by the presence of water in pores material.

摘要

天然集料的稀缺促使人们在土木工程领域将废弃物作为二次原料进行再利用。本文聚焦于海洋疏浚沉积物在道路建设中的有益再利用。因此,对从法国布列塔尼大区布雷斯特港收集的原始沉积物和疏浚砂的混合物进行了道路水硬性粘结剂处理。按照法国石灰和/或水硬性粘结剂土壤处理技术指南的建议制备并表征了配方。两种水硬性粘结剂的机械抗性结果相当相似,表明它们与所研究的沉积物样品具有相似的反应性。然而,在可持续性参数方面可以注意到一些差异。事实上,对于用含有更多玻璃形成氧化物(SiO + AlO)和助熔剂(FeO + CaO + MgO + KO + NaO)的水泥处理的混合物,在40°C浸泡后的耐水性明显更好。此外,如扫描电子显微镜分析所示,两种水硬性粘结剂都会导致道路材料膨胀。实际上,微观观察表明处理过的样品存在体积膨胀,一方面受钙矾石数量的极大影响,另一方面受孔隙材料中水分的存在影响。

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