The mechanism of the plant roots’ soil-reinforcement based on generalized equivalent confining pressure

BACKGROUND: To quantitatively evaluate the contribution of plant roots to soil shear strength, the generalized equivalent confining pressure (GECP), which is the difference in confining pressure between the reinforced and un-reinforced soil specimens at the same shear strength, was proposed and cons...

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Detalles Bibliográficos
Autores principales: Guo, Ping, Xia, Zhenyao, Liu, Qi, Xiao, Hai, Gao, Feng, Zhang, Lun, Li, Mingyi, Yang, Yueshu, Xu, Wennian
Formato: Online Artículo Texto
Lenguaje:English
Publicado: PeerJ Inc. 2020
Materias:
Plant Science
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7531344/
https://www.ncbi.nlm.nih.gov/pubmed/33062447
http://dx.doi.org/10.7717/peerj.10064

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7531344/
https://www.ncbi.nlm.nih.gov/pubmed/33062447
http://dx.doi.org/10.7717/peerj.10064

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