Soil biostabilisation and interaction with compaction processes for earthen engineering structures production

E. Bernat-Maso; L. Gil; M.J. Lis; E. Teneva

doi:10.3989/mc.2021.00221

Authors

E. Bernat-Maso Strength of Materials and Structural Engineering Department, Universitat Politècnica de Catalunya, (Terrassa, Spain) https://orcid.org/0000-0002-7080-0957
L. Gil Strength of Materials and Structural Engineering Department, Universitat Politècnica de Catalunya, (Terrassa, Spain) https://orcid.org/0000-0002-2007-4846
M.J. Lis Department of Chemical Engineering, Universitat Politècnica de Catalunya, (Terrassa, Spain) https://orcid.org/0000-0002-2026-085X
E. Teneva Strength of Materials and Structural Engineering Department, Universitat Politècnica de Catalunya, (Terrassa, Spain) https://orcid.org/0000-0002-7447-8352

DOI:

https://doi.org/10.3989/mc.2021.00221

Keywords:

Particle size distribution, Mineralizer, Kinetic, Compressive strength

Abstract

Interaction between microbially induced calcium carbonate precipitation (MICP) and compaction procedures to stabilise raw soil materials has been studied with the aim of producing earthen engineering structures. Initial tests to optimise MICP in aqueous medium and in selected soils were performed. MICP and compaction were finally applied to assess medium-size elements. The main result was that sandy soils should be compacted before irrigation treatment to close the existing voids and prevent bacterial sweeping, whereas clayey soils should be compacted after irrigation treatment to avoid the plugging effect. MICP improved small sand soil compressive strength by up to 32% over the value reached by compaction alone. However, MICP had no positive effect on coarse soils and soils with an optimum particle size distribution: MICP treatment was not able to fill large connected voids in the first case and it caused little void generation due to bacteria sporulation in the second.

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