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Mitigation of Soil Erosion and Enhancement of Slope Stability through the Utilization of Lignin Biopolymer.
Bagheri, Pouyan; Gratchev, Ivan; Zolghadr, Masih; Son, Suwon; Kim, Jin Man.
Afiliação
  • Bagheri P; School of Engineering and Built Environment, Griffith University, Engineering Drive, Southport, QLD 4222, Australia.
  • Gratchev I; School of Engineering and Built Environment, Griffith University, Engineering Drive, Southport, QLD 4222, Australia.
  • Zolghadr M; Department of Water Sciences and Engineering, Jahrom University, Jahrom 74148-46199, Iran.
  • Son S; Department of Architectural and Civil Engineering, Kyungil University, Gyeongsan 38428, Republic of Korea.
  • Kim JM; Department of Civil and Environmental Engineering, Pusan National University, Busan 46241, Republic of Korea.
Polymers (Basel) ; 16(9)2024 May 06.
Article em En | MEDLINE | ID: mdl-38732769
ABSTRACT
Human activities have had a profound impact on the environment, particularly in relation to surface erosion and landslides. These processes, which are natural phenomena, have been exacerbated by human actions, leading to detrimental consequences for ecosystems, communities, and the overall health of the planet. The use of lignin (LIG) as a biopolymer soil additive material is regarded as an eco-friendly solution against soil erosion and slope failure which holds immense promise. However, significant research gaps currently hinder a comprehensive understanding of its mechanisms and effectiveness. Experimental studies offer a robust platform to address these gaps by providing controlled conditions for assessing soil stability, exploring mechanisms, and evaluating adaptability. Bridging these research gaps will contribute to the development of innovative and sustainable strategies for mitigating soil erosion and preventing slope failure, thereby promoting environmental resilience and resource conservation. This study aimed to investigate the effect of the LIG biopolymer on mitigation of soil erosion, slope failure and the enhancement of soil strength by conducting laboratory tests (UU triaxial, unconfined compressive strength (UCS), and soaking) as well as flume experiments under uniform rainfall events. The alterations in the engineering characteristics and erosion resistance of silty soil mixed with a LIG additive at concentrations of 1% and 3.0% by weight have been examined. The results show that the LIG-treated samples demonstrated an enhanced resistance to surface erosion and an enhanced prevention of slope failure, as well as improved shear stress, cohesion, stiffness, and resistance to water infiltration.
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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Idioma: En Ano de publicação: 2024 Tipo de documento: Article

Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Idioma: En Ano de publicação: 2024 Tipo de documento: Article