Biopolymer-biocement composite treatment for stabilisation of soil against both current and wave erosion

• Published in: Acta geotechnica Vol. 17; no. 12; pp. 5391 - 5410
• Main Authors: Dubey, Anant Aishwarya, Hooper-Lewis, Jack, Ravi, K., Dhami, Navdeep Kaur, Mukherjee, Abhijit
• Format: Journal Article
• Language: English
• Published: Berlin/Heidelberg Springer Berlin Heidelberg 01.12.2022; Springer Nature B.V
• Subjects: Ammonia; Biopolymers; Calcite; Calcium; Calcium carbonate; Calcium carbonates; Calcium signalling; Carbonates; Chemical precipitation; Complex Fluids and Microfluidics; Engineering; Erosion rates; Erosion resistance; Extreme weather; Flumes; Foundations; Geoengineering; Geotechnical Engineering & Applied Earth Sciences; Hydraulics; Microstructure; Penetration resistance; Reagents; Research Paper; Residual soils; Resilience; River banks; Riverbanks; Soft and Granular Matter; Soil conservation; Soil erosion; Soil Science & Conservation; Soil stabilization; Soil treatment; Solid Mechanics; Microbial induced calcite precipitation (MICP); Coastal erosion; Biopolymers; Biocementation; Riverbank erosion
• ISSN: 1861-1125; 1861-1133
• DOI: 10.1007/s11440-022-01536-2

Increased frequency of extreme weather events has made the conservation of riverbanks and coastlines a global concern. Soil stabilisation via microbially induced calcite precipitation (MICP) is one of the most eco-suitable candidates for improving resilience against erosion. In this study, the erosion characteristics of soil treated with various levels of biocementation are investigated. The samples were subjected to hydraulic flow in both tangential and perpendicular directions in a flume to simulate riverbank and coastal situations. Soil mass loss, eroded volume, and cumulative erosion rates of the treated soil against the applied hydraulic energy density have been reported. Post erosion exposure, the residual soil has been assessed for its properties using needle penetration resistance, precipitated calcium carbonate content and microstructure. It was observed that soil erosion declined exponentially with the increase in calcium carbonate content against the perpendicular waves. However, biocementation leads to brittle fracture beyond a threshold, limiting its efficacy, especially against the tangential waves. Additional composite treatment with a biopolymer was found to improve the resilience of the soil specimens against erosion. The composite treatment required half of the quantity of the biocementing reagents in comparison to the equally erosion-resistant plain biocemented sample. Therefore, stoichiometrically the composite treatment is likely to yield 50% lesser ammonia than plain biocement treatment. This investigation unravels a promising soil conservation technique via the composite effect of biocement and biopolymer.