Solidification Study of an Organic Fine Sediment Using Geopolymer Binders Properties

Author:

Moghrabi Ishak1ORCID,Ranaivomanana Harifidy2ORCID,Bendahmane Fateh3,Amiri Ouali4,Deneele Dimitri5

Affiliation:

1. Cvil Engineer, Assystem EOS, 30 All. Leopold Sedar Senghor, 69007 Lyon, France. ORCID: .

2. Associate Professor, Nantes Université, Ecole Centrale Nantes, CNRS, GeM, UMR 6183, F-44600 Saint-Nazaire, France (corresponding author). ORCID: .

3. Associate Professor, Nantes Université, Ecole Centrale Nantes, CNRS, GeM, UMR 6183, F-44600 Saint-Nazaire, France.

4. Full Professor, Nantes Université, Ecole Centrale Nantes, CNRS, GeM, UMR 6183, F-44600 Saint-Nazaire, France.

5. Senior Researcher, GERS-GIE, Université Gustave Eiffel, IFSTTAR, F-44344 Bouguenais, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference27 articles.

1. Use of fly-ash geopolymer incorporating ground granulated slag for stabilisation of kaolin clay cured at ambient temperature;Abdullah H. H.;Geotech. Geol. Eng.,2019

2. Cyclic behaviour of clay stabilised with fly-ash based geopolymer incorporating ground granulated slag

3. AFNOR (French Normalization Organization). 1992. Tests relating to pavements. Freezing behaviour of material treated with hydraulic binders. Part 1: Freezing–thawing test of stabilized gravel or sand. [In French.] NF P 234-1. Paris: AFNOR.

4. AFNOR. 2001a. Soils: Investigation and testing—Soil treated with hydraulic binder, possibly combined with lime, for use as a selected fill—Part 2: Methodolog of laboratory formulation studies. [In French.] NF P 94-102-2. Paris: AFNOR.

5. AFNOR. 2001b. Roadway foundations—Methodology for laboratory study of materials treated with hydraulic binders—Part 3: Soils treated with hydraulic binders possibly combined with lime. [In French.] NF P 98-114-3. Paris: AFNOR.

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