Shallow stability and parameter sensitivity analysis of soil slope with frame protection under rainfall seepage

Abstract Frame protection is a commonly used solution to maintain the shallow stability of soil slope under rainfall seepage. Currently, the frame structure's design is empirical, and its theoretical analysis method considering the influence of seepage is scarce. Based on the instability model...

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Autores principales: Jifeng Lian, Jiujiang Wu
Formato: article
Lenguaje:EN
Publicado: Nature Portfolio 2021
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Acceso en línea:https://doaj.org/article/4f7f16a51a8241b8a12bdcbb8a5d6626
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spelling oai:doaj.org-article:4f7f16a51a8241b8a12bdcbb8a5d66262021-12-02T18:01:40ZShallow stability and parameter sensitivity analysis of soil slope with frame protection under rainfall seepage10.1038/s41598-021-99181-42045-2322https://doaj.org/article/4f7f16a51a8241b8a12bdcbb8a5d66262021-10-01T00:00:00Zhttps://doi.org/10.1038/s41598-021-99181-4https://doaj.org/toc/2045-2322Abstract Frame protection is a commonly used solution to maintain the shallow stability of soil slope under rainfall seepage. Currently, the frame structure's design is empirical, and its theoretical analysis method considering the influence of seepage is scarce. Based on the instability model of the infinite slope, the shallow stability calculation model of soil slope under the rectangular frame protection is established in this paper. The calculation results show that it is beneficial to maintain the shallow slope stability by reducing the skeleton spacing and increasing the cross-sectional size of the frame structure. Also, geometric parameters' sensitivity analysis of the frame structure is carried out based on the orthogonal experimental design methods. Therein, an optimal scheme evaluation function was constructed to balance the relationship between the safety factor and the construction material consumption. The calculation model and results included in this paper can guide the design of the rectangular frame protection to soil slope under rainfall seepage.Jifeng LianJiujiang WuNature PortfolioarticleMedicineRScienceQENScientific Reports, Vol 11, Iss 1, Pp 1-13 (2021)
institution DOAJ
collection DOAJ
language EN
topic Medicine
R
Science
Q
spellingShingle Medicine
R
Science
Q
Jifeng Lian
Jiujiang Wu
Shallow stability and parameter sensitivity analysis of soil slope with frame protection under rainfall seepage
description Abstract Frame protection is a commonly used solution to maintain the shallow stability of soil slope under rainfall seepage. Currently, the frame structure's design is empirical, and its theoretical analysis method considering the influence of seepage is scarce. Based on the instability model of the infinite slope, the shallow stability calculation model of soil slope under the rectangular frame protection is established in this paper. The calculation results show that it is beneficial to maintain the shallow slope stability by reducing the skeleton spacing and increasing the cross-sectional size of the frame structure. Also, geometric parameters' sensitivity analysis of the frame structure is carried out based on the orthogonal experimental design methods. Therein, an optimal scheme evaluation function was constructed to balance the relationship between the safety factor and the construction material consumption. The calculation model and results included in this paper can guide the design of the rectangular frame protection to soil slope under rainfall seepage.
format article
author Jifeng Lian
Jiujiang Wu
author_facet Jifeng Lian
Jiujiang Wu
author_sort Jifeng Lian
title Shallow stability and parameter sensitivity analysis of soil slope with frame protection under rainfall seepage
title_short Shallow stability and parameter sensitivity analysis of soil slope with frame protection under rainfall seepage
title_full Shallow stability and parameter sensitivity analysis of soil slope with frame protection under rainfall seepage
title_fullStr Shallow stability and parameter sensitivity analysis of soil slope with frame protection under rainfall seepage
title_full_unstemmed Shallow stability and parameter sensitivity analysis of soil slope with frame protection under rainfall seepage
title_sort shallow stability and parameter sensitivity analysis of soil slope with frame protection under rainfall seepage
publisher Nature Portfolio
publishDate 2021
url https://doaj.org/article/4f7f16a51a8241b8a12bdcbb8a5d6626
work_keys_str_mv AT jifenglian shallowstabilityandparametersensitivityanalysisofsoilslopewithframeprotectionunderrainfallseepage
AT jiujiangwu shallowstabilityandparametersensitivityanalysisofsoilslopewithframeprotectionunderrainfallseepage
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