ORIGINAL RESEARCH article
Front. Environ. Sci.
Sec. Soil Processes
This article is part of the Research TopicRecent Advances in Soil ImprovementView all 4 articles
Enhancing Stability of Sandy, Clayey, and Silty Soils through Microbial Biostabilization with Sporosarcina pasteurii
Provisionally accepted- 1Universidad Técnica Particular de Loja, Loja, Ecuador
- 2Universidad Tecnologica Metropolitana, Santiago, Chile
- 3Escuela Superior Politecnica Agropecuaria de Manabi, Calceta, Ecuador
- 4Grupo de Investigación y Desarrollo de la Biotecnología BioSin-Biociencias, Quito, Ecuador
- 5Universidad de las Fuerzas Armadas, Sangolqui, Ecuador
- 6Universidad Nacional de Costa Rica, Heredia, Costa Rica
- 7University College of Technology Sarawak, Sibu, Malaysia
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Soil degradation and landslide susceptibility pose significant environmental challenges in steep terrains with inadequate soil management. This study investigates microbial-induced carbonate precipitation (MICP) using Sporosarcina pasteurii to improve the physicochemical and mechanical properties of sandy, silty, and clayey soils collected from active slopes in Loja, Ecuador. Following MICP treatment, calcium carbonate precipitation was detected in all soil types, with higher carbonate accumulation in finer-textured soils. Exchangeable calcium increased markedly, while sodium concentrations decreased in sandy and clayey soils, indicating ion exchange associated with carbonate cementation. The plasticity index decreased across all soils, with reductions of up to 65% in clayey soils, reflecting improved resistance to deformation. Geomechanical testing showed consistent increases in shear strength parameters across all soil textures. Cohesion increased by approximately 25–35% in sandy and clayey soils and showed a pronounced relative increase in silty soils, where initial cohesion values were extremely low. The internal friction angle increased by approximately 30–100%, depending on soil texture. Scanning electron microscopy and energy-dispersive X-ray spectroscopy confirmed the formation of calcite and vaterite precipitates bridging soil particles. Unlike most previous MICP studies using Sporosarcina pasteurii, which typically focus on a single soil type, this work provides a comparative evaluation of physicochemical, microstructural, and mechanical responses across contrasting soil textures from natural slope materials. These results demonstrate that soil texture strongly controls the magnitude and mechanisms of MICP-induced improvement and support the potential of MICP as a sustainable and environmentally friendly soil improvement strategy for near-surface slope stabilization.
Keywords: carbonate precipitation, Landslide mitigation, MICP, slope stability, Soil Biostabilization, Soil cohesion, Sporosarcina pasteurii
Received: 06 Nov 2025; Accepted: 09 Feb 2026.
Copyright: © 2026 Jumbo, Tillaguango, Guerrero, Moncayo, Vizuete, Debut, Solano-González, Omoregie and Aguirre. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
* Correspondence: Diana Jumbo
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