Cargando…

Experimental study on basic engineering properties of loess improved by burnt rock

Modifying the loess foundation effectively solved the deformation and settlement of the building foundation and improved its stability. However, burnt rock-solid waste was often used as filling material and light aggregate, while there were few studies on the engineering mechanical properties of mod...

Descripción completa

Detalles Bibliográficos
Autores principales: Chen, Kai, Shao, Dan, Liu, Zhiqi, Chen, Lifeng, He, Genyi
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Nature Publishing Group UK 2023
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10328993/
https://www.ncbi.nlm.nih.gov/pubmed/37419992
http://dx.doi.org/10.1038/s41598-023-38083-z
_version_ 1785069927434027008
author Chen, Kai
Shao, Dan
Liu, Zhiqi
Chen, Lifeng
He, Genyi
author_facet Chen, Kai
Shao, Dan
Liu, Zhiqi
Chen, Lifeng
He, Genyi
author_sort Chen, Kai
collection PubMed
description Modifying the loess foundation effectively solved the deformation and settlement of the building foundation and improved its stability. However, burnt rock-solid waste was often used as filling material and light aggregate, while there were few studies on the engineering mechanical properties of modified soil. This paper proposed a method of burnt rock solid waste-modified loess. Therefore, we conducted compression-consolidation and direct shear tests on burnt rock solid waste-modified loess under different burnt rock contents to explore its improved loess’s deformation and strength characteristics. Then, we used an SEM to investigate the modified loess’s micro-structures under different burnt rock contents. The results showed that as the burnt rock-solid waste particle content continued to increase, the void ratio and compressibility coefficient of the samples with different ranges of burnt rock-solid waste particles gradually decreased with rising vertical pressure, while the compressive modulus increased first, then reduced and then increased with the increase of vertical pressure; the shear strength indexes all showed an increasing trend with the increased content of burnt rock-solid waste particles; when the content of burnt rock-solid waste particles was 50%, the compressibility of mixed soil was the lowest, the shear strength was the largest, and the compaction effect and shear resistance were the best. However, when the content of burnt rock particles was 10–20%, the shear strength of the soil improved significantly within the content range. The mechanism of burnt rock-solid waste to enhance the strength of the loess structure was mainly to reduce the porosity and average area of soil, significantly improve the strength and stability of mixed soil particles, and thus significantly improve the mechanical properties of soil. The results of this research will provide technical support for safe engineering construction and geological disaster prevention and control in loess areas.
format Online
Article
Text
id pubmed-10328993
institution National Center for Biotechnology Information
language English
publishDate 2023
publisher Nature Publishing Group UK
record_format MEDLINE/PubMed
spelling pubmed-103289932023-07-09 Experimental study on basic engineering properties of loess improved by burnt rock Chen, Kai Shao, Dan Liu, Zhiqi Chen, Lifeng He, Genyi Sci Rep Article Modifying the loess foundation effectively solved the deformation and settlement of the building foundation and improved its stability. However, burnt rock-solid waste was often used as filling material and light aggregate, while there were few studies on the engineering mechanical properties of modified soil. This paper proposed a method of burnt rock solid waste-modified loess. Therefore, we conducted compression-consolidation and direct shear tests on burnt rock solid waste-modified loess under different burnt rock contents to explore its improved loess’s deformation and strength characteristics. Then, we used an SEM to investigate the modified loess’s micro-structures under different burnt rock contents. The results showed that as the burnt rock-solid waste particle content continued to increase, the void ratio and compressibility coefficient of the samples with different ranges of burnt rock-solid waste particles gradually decreased with rising vertical pressure, while the compressive modulus increased first, then reduced and then increased with the increase of vertical pressure; the shear strength indexes all showed an increasing trend with the increased content of burnt rock-solid waste particles; when the content of burnt rock-solid waste particles was 50%, the compressibility of mixed soil was the lowest, the shear strength was the largest, and the compaction effect and shear resistance were the best. However, when the content of burnt rock particles was 10–20%, the shear strength of the soil improved significantly within the content range. The mechanism of burnt rock-solid waste to enhance the strength of the loess structure was mainly to reduce the porosity and average area of soil, significantly improve the strength and stability of mixed soil particles, and thus significantly improve the mechanical properties of soil. The results of this research will provide technical support for safe engineering construction and geological disaster prevention and control in loess areas. Nature Publishing Group UK 2023-07-07 /pmc/articles/PMC10328993/ /pubmed/37419992 http://dx.doi.org/10.1038/s41598-023-38083-z Text en © The Author(s) 2023 https://creativecommons.org/licenses/by/4.0/Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/ (https://creativecommons.org/licenses/by/4.0/) .
spellingShingle Article
Chen, Kai
Shao, Dan
Liu, Zhiqi
Chen, Lifeng
He, Genyi
Experimental study on basic engineering properties of loess improved by burnt rock
title Experimental study on basic engineering properties of loess improved by burnt rock
title_full Experimental study on basic engineering properties of loess improved by burnt rock
title_fullStr Experimental study on basic engineering properties of loess improved by burnt rock
title_full_unstemmed Experimental study on basic engineering properties of loess improved by burnt rock
title_short Experimental study on basic engineering properties of loess improved by burnt rock
title_sort experimental study on basic engineering properties of loess improved by burnt rock
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10328993/
https://www.ncbi.nlm.nih.gov/pubmed/37419992
http://dx.doi.org/10.1038/s41598-023-38083-z
work_keys_str_mv AT chenkai experimentalstudyonbasicengineeringpropertiesofloessimprovedbyburntrock
AT shaodan experimentalstudyonbasicengineeringpropertiesofloessimprovedbyburntrock
AT liuzhiqi experimentalstudyonbasicengineeringpropertiesofloessimprovedbyburntrock
AT chenlifeng experimentalstudyonbasicengineeringpropertiesofloessimprovedbyburntrock
AT hegenyi experimentalstudyonbasicengineeringpropertiesofloessimprovedbyburntrock