Durability of chemically treated coir geotextiles coated with epoxy resin in different degradation environments

IF 5.7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Liangyong Li, Tianxiang Peng, Qingsong Zhang
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Abstract

The high water absorption of coir fibers leads to poor durability, which limits the application of coir geotextiles in engineering. In this paper, the changes of tensile strength and elongation at break of chemically treated coir geotextiles coated with epoxy resin (CGCE) in chemical, physical and natural degradation environments were studied. The macro and micro morphology of CGCE at the final degradation stage in various environments were analyzed, and the degradation rules of CGCE were compared with untreated coir geotextiles (UCG) and chemically treated coir geotextiles (CCG). The results show that UCG, CCG and CGCE have the slowest tensile strength loss in sea water, followed by pure water and hydrochloric acid (HCl) solution, with the fastest tensile strength loss observed in NaOH solution. As the number of dry–wet cycles increases, the tensile strength loss of CGCE is less than that of UCG and CCG at the same exposure time. Additionally, the tensile strength loss of CGCE decreases as burial depth increases. The cross-sectional micro morphology of CGCE under different degradation environments shows varying degrees of separation and fiber pull-out between coir fibers and the epoxy resin.

Abstract Image

Abstract Image

环氧树脂涂覆化学处理的椰壳土工布在不同降解环境下的耐久性
由于纤维吸水率高,导致耐久性差,限制了纤维土工布在工程中的应用。本文研究了环氧树脂包覆化学处理的椰壳土工布在化学、物理和自然降解环境下的抗拉强度和断裂伸长率的变化。分析了不同环境下CGCE最终降解阶段的宏观和微观形态,并与未经处理的椰壳土工布(UCG)和化学处理的椰壳土工布(CCG)的降解规律进行了比较。结果表明,UCG、CCG和CGCE在海水中抗拉强度损失最慢,其次是纯水和盐酸溶液,在NaOH溶液中抗拉强度损失最快。随着干湿循环次数的增加,相同暴露时间下,CGCE的抗拉强度损失小于UCG和CCG。随着埋深的增加,CGCE的抗拉强度损失减小。不同降解环境下CGCE的截面微观形貌显示,椰壳纤维与环氧树脂之间存在不同程度的分离和纤维拔出。
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来源期刊
Acta Geotechnica
Acta Geotechnica ENGINEERING, GEOLOGICAL-
CiteScore
9.90
自引率
17.50%
发文量
297
审稿时长
4 months
期刊介绍: Acta Geotechnica is an international journal devoted to the publication and dissemination of basic and applied research in geoengineering – an interdisciplinary field dealing with geomaterials such as soils and rocks. Coverage emphasizes the interplay between geomechanical models and their engineering applications. The journal presents original research papers on fundamental concepts in geomechanics and their novel applications in geoengineering based on experimental, analytical and/or numerical approaches. The main purpose of the journal is to foster understanding of the fundamental mechanisms behind the phenomena and processes in geomaterials, from kilometer-scale problems as they occur in geoscience, and down to the nano-scale, with their potential impact on geoengineering. The journal strives to report and archive progress in the field in a timely manner, presenting research papers, review articles, short notes and letters to the editors.
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