4.7 Article

Destruction or protection? Experimental studies on the mechanism of biological soil crusts on the surfaces of earthen sites

Journal

CATENA
Volume 227, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.catena.2023.107096

Keywords

Earthen sites; Biological soil crust; Didymodon vinealis; Anchoring effect; Soil consolidation; Heritage conservation

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This study explores the soil consolidation characteristics of biological soil crusts (BSCs) on the shallow surfaces of earthen sites through laboratory experiments. The results show that moss rhizoids can improve the shear strength of the surface soil, and the surface roughness of the rhizoids affects their anchorage characteristics. Furthermore, the necessity of constructing a heterogeneous research model highlighting specific environmental factors, plants, and earthen sites is emphasized.
Earthen sites are cultural and have rich historical significance. However, most earthen sites have been damaged or even destroyed during historic preservation. To reduce the damage caused by rain, snow erosion, freezing and thawing, these sites should be protected using vascular plant capping technology, which has great research value and application prospects. However, the effect of biological soil crusts (BSCs) on the shallow surfaces of these sites is scarcely understood. Therefore, this study aimed to explore the soil consolidation characteristics of BSCs on the shallow surfaces of earthen sites through laboratory experiments. First, the species, morphology and geometric characteristics of BSCs were studied using observation with a high-resolution digital microscope and analyses of the fractal and topological dimensions of rhizoids. The results showed that the dominant population of BSCs was composed of Didymodon vinealis, and the rhizoid type exhibited herringbone architecture. In addition, the effect of rhizoid anchoring was greater than that of rhizoid wedging. Second, the mechanical properties of the soil consolidation of the rhizoid-soil composite were investigated using tensile strength tests of single rhizoids and shear strength tests of rhizoid-soil composites. It was concluded that moss rhizoids could improve the shear strength of the surface soil. Additionally, the surface roughness of the rhizoids affected their anchorage characteristics. Finally, we discussed the disadvantages of generally classifying plants as potentially harmful, and emphasized the necessity of constructing a heterogeneous research model highlighting specific environmental factors, plants, and earthen sites.

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