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Shear Strength of Soil-Root Layer Formed on Degraded Soil Supplemented with New Zeolite Substrate
 
Więcej
Ukryj
1
Faculty of Environmental Engineering, Lublin University of Technology, ul. Nadbystrzycka 40B, 20-618 Lublin, Poland
 
2
Faculty of Civil Engineering and Architecture, Lublin University of Technology, ul. Nadbystrzycka 40, 20-618 Lublin, Poland
 
3
Faculty of Agrobioengineering, University of Life Science, ul. Leszczyńskiego 7, 20-069 Lublin, Poland
 
 
Autor do korespondencji
Mariola Chomczyńska   

Environmental Engineering Faculty, Lublin University of Technology, ul. Nadbystrzycka 40B, 20-618 Lublin, Poland
 
 
J. Ecol. Eng. 2023; 24(7):128-134
 
SŁOWA KLUCZOWE
DZIEDZINY
 
STRESZCZENIE
The aim of the study was to determine the shear strength of the soil-root layer obtained as a result of growth of cocksfoot (Dactylis glomerata L.) on degraded soil enriched with the addition of a new zeolite substrate Z-ion. Measurement of shear strength for soil-root layers formed as a result of growth of a grass species (on degraded soil alone and on degraded soil with added Z-ion) was performed in a direct shear apparatus. The measurement results allowed determining parameters of equations describing the dependence of shear strength of studied root-soil layers on normal stress e.g. cohesion and internal friction coefficient. Under the experimental conditions, application of 1% v/v substrate addition to degraded soil induced development of cocksfoot root system which resulted in the significantly increased cohesion of soil-root layer (by 30%) as compared to that formed on degraded soil alone. The enhanced cohesion of the root-soil layer formed on soil enriched with Z-ion resulted in its significantly increased shear strength as compared to that of root-soil layer obtained on soil alone. Further research using higher doses of the Z-ion substrate (greater than 1% v/v) is needed to obtain the information at what dose ranges of the substrate one can expect even more intensive development of plant root systems and, consequently, further significant improvement in the shear strength of the soil-root layers.
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