期刊
GEOMECHANICS FOR ENERGY AND THE ENVIRONMENT
卷 30, 期 -, 页码 -出版社
ELSEVIER
DOI: 10.1016/j.gete.2021.100258
关键词
Ground improvement; Fungal mycelium; Infiltration; Soil water retention; Quasi-saturated hydraulic conductivity
资金
- European Commission [H2020-MSCA-ITN-2015-675762]
- Engineering and Physical Sciences Research Council, UK [EP/N035526/1]
The growth of Pleurotus ostreatus, a saprotrophic fungus, has been found to induce water repellency in sands. This study investigates the effects of P. ostreatus growth on the hydraulic behavior of sand amended with organic matter over a 12-week period. The results show that fungal treatment leads to changes in wetting and drying curves, hydraulic conductivity, and infiltration rates, attributed to the clogging of soil pores by fungal hyphal biomass.
Engineered growth of the saprotrophic fungus Pleurotus ostreatus has recently been observed to induce water repellency in sands. As such, there is potential for the deployment of fungi to reduce water infiltration in granular soils. In this study, we investigate the influence of the growth of P. ostreatus on the hydraulic behaviour of a sand amended with organic matter (lignocellulose) over a 12-week period. This includes investigation of the water retention and quasi-saturated hydraulic conductivity properties and the response to ponded infiltration. Furthermore, we investigate alterations to soil microstructure due to fungal growth using X-ray micro-computed tomography. Fungal treatment resulted in a shift in the wetting curves to lower suctions and drying curves to higher suctions, lower quasi-saturated hydraulic conductivity, and lower ponded infiltration rates. These alterations to the hydraulic behaviour are attributed to combined biochemical and biophysical effects of fungal growth leading to clogging of some soil pores by fungal hyphal biomass. These results illustrate the potential for the deployment of fungal treatment as a low-cost technology suitable for application at catchment-scale which could be used to enhance the stability of shallow slopes, cut slopes and retaining walls by maintaining higher soil suction and shear strength after rainfall events.(C) 2021 Elsevier Ltd. All rights reserved.
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