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Study on Improving Loess Properties with Permeable Polymer Materials

Loess has strong water sensitivity, strong collapsibility, and low strength resulting in failures such as landslides, due to its loose structure. In order to improve the loess characteristics and to better meet the needs of engineering, a colorless, transparent, and permeable composite material is p...

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Autores principales: Mu, Jiaqi, Zhuang, Jianqi, Kong, Jiaxu, Wang, Shibao, Wang, Jie, Zheng, Jia, Fu, Yuting, Du, Chenhui
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9318597/
https://www.ncbi.nlm.nih.gov/pubmed/35890639
http://dx.doi.org/10.3390/polym14142862
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author Mu, Jiaqi
Zhuang, Jianqi
Kong, Jiaxu
Wang, Shibao
Wang, Jie
Zheng, Jia
Fu, Yuting
Du, Chenhui
author_facet Mu, Jiaqi
Zhuang, Jianqi
Kong, Jiaxu
Wang, Shibao
Wang, Jie
Zheng, Jia
Fu, Yuting
Du, Chenhui
author_sort Mu, Jiaqi
collection PubMed
description Loess has strong water sensitivity, strong collapsibility, and low strength resulting in failures such as landslides, due to its loose structure. In order to improve the loess characteristics and to better meet the needs of engineering, a colorless, transparent, and permeable composite material is proposed in this paper. Water stability, erosion, unconfined compression, and triaxial tests were conducted to investigate the change of the strength properties and soil erosion resistance. The water sensitivity and strength properties of the loess are significantly improved as the stabilizer concentration increases. When scoured for 20 min, the erosion rates of the reinforced and the unreinforced soil were 95% and 6.25%, respectively, and demonstrated a 15.12 times reduction in erosion rates. The optimal concentration of the mixed solution is 0.6%. The triaxial test, CT, and SEM scanning tests were used to reveal the intrinsic mechanisms. The results demonstrated that the internal friction angle of the reinforced soil increases from 28.09° to 30.57°, and the cohesion changes from 25 kPa to 37.4 kPa. A large number of pores with a diameter of 900–1000 μm are reduced to 0–200 μm, and some pores with a length greater than 600 μm reduce to a length of less than 200 μm; The agglomeration and cementation, the filling of pores, and the formation of membrane structures have contributed greatly to the improvement of loess properties. Furthermore, the newly composite material has significant application potential needed to stabilize soil.
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spelling pubmed-93185972022-07-27 Study on Improving Loess Properties with Permeable Polymer Materials Mu, Jiaqi Zhuang, Jianqi Kong, Jiaxu Wang, Shibao Wang, Jie Zheng, Jia Fu, Yuting Du, Chenhui Polymers (Basel) Article Loess has strong water sensitivity, strong collapsibility, and low strength resulting in failures such as landslides, due to its loose structure. In order to improve the loess characteristics and to better meet the needs of engineering, a colorless, transparent, and permeable composite material is proposed in this paper. Water stability, erosion, unconfined compression, and triaxial tests were conducted to investigate the change of the strength properties and soil erosion resistance. The water sensitivity and strength properties of the loess are significantly improved as the stabilizer concentration increases. When scoured for 20 min, the erosion rates of the reinforced and the unreinforced soil were 95% and 6.25%, respectively, and demonstrated a 15.12 times reduction in erosion rates. The optimal concentration of the mixed solution is 0.6%. The triaxial test, CT, and SEM scanning tests were used to reveal the intrinsic mechanisms. The results demonstrated that the internal friction angle of the reinforced soil increases from 28.09° to 30.57°, and the cohesion changes from 25 kPa to 37.4 kPa. A large number of pores with a diameter of 900–1000 μm are reduced to 0–200 μm, and some pores with a length greater than 600 μm reduce to a length of less than 200 μm; The agglomeration and cementation, the filling of pores, and the formation of membrane structures have contributed greatly to the improvement of loess properties. Furthermore, the newly composite material has significant application potential needed to stabilize soil. MDPI 2022-07-14 /pmc/articles/PMC9318597/ /pubmed/35890639 http://dx.doi.org/10.3390/polym14142862 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Mu, Jiaqi
Zhuang, Jianqi
Kong, Jiaxu
Wang, Shibao
Wang, Jie
Zheng, Jia
Fu, Yuting
Du, Chenhui
Study on Improving Loess Properties with Permeable Polymer Materials
title Study on Improving Loess Properties with Permeable Polymer Materials
title_full Study on Improving Loess Properties with Permeable Polymer Materials
title_fullStr Study on Improving Loess Properties with Permeable Polymer Materials
title_full_unstemmed Study on Improving Loess Properties with Permeable Polymer Materials
title_short Study on Improving Loess Properties with Permeable Polymer Materials
title_sort study on improving loess properties with permeable polymer materials
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9318597/
https://www.ncbi.nlm.nih.gov/pubmed/35890639
http://dx.doi.org/10.3390/polym14142862
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