Prediction Model of Dynamic Resilient Modulus of Unsaturated Modified Subgrade under Multi-Factor Combination
The objective of this research is to solve the problem of the lack of prediction methods and basis for the long-term road performance of oil shale residue-modified soil in seasonally frozen regions. This paper summarizes and expands the resilient modulus prediction methods in the related literature....
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2022
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ftdoajarticles:oai:doaj.org/article:fabb0d3bb9764a6da69fc1eb0ac891b3 2023-05-15T17:57:52+02:00 Prediction Model of Dynamic Resilient Modulus of Unsaturated Modified Subgrade under Multi-Factor Combination Xiaohan Luan Leilei Han 2022-09-01T00:00:00Z https://doi.org/10.3390/app12189185 https://doaj.org/article/fabb0d3bb9764a6da69fc1eb0ac891b3 EN eng MDPI AG https://www.mdpi.com/2076-3417/12/18/9185 https://doaj.org/toc/2076-3417 doi:10.3390/app12189185 2076-3417 https://doaj.org/article/fabb0d3bb9764a6da69fc1eb0ac891b3 Applied Sciences, Vol 12, Iss 9185, p 9185 (2022) dynamic modulus prediction model freeze–thaw cycles oil shale residue-modified soil SWCC Technology T Engineering (General). Civil engineering (General) TA1-2040 Biology (General) QH301-705.5 Physics QC1-999 Chemistry QD1-999 article 2022 ftdoajarticles https://doi.org/10.3390/app12189185 2022-12-30T19:58:07Z The objective of this research is to solve the problem of the lack of prediction methods and basis for the long-term road performance of oil shale residue-modified soil in seasonally frozen regions. This paper summarizes and expands the resilient modulus prediction methods in the related literature. Based on the measured soil–water characteristic curve (SWCC) of the compacted modified soil and the trend characteristics of dynamic resilient modulus under freeze–thaw cycles, a semi-empirical prediction model is proposed. This model was used to quantitatively forecast the resilient modulus of unsaturated modified subgrade soil after the freeze–thaw cycle in a seasonal permafrost region. The applicability and accuracy of the method were verified by dynamic resilient modulus tests of the oil shale residue-modified soil under various freeze–thaw cycles and moisture content. The results show that the model has a high degree of fit to the experimental data and is more suitable for predicting the dynamic resilient modulus of modified soil under the change of moisture and the freeze–thaw cycle compared to the existing models. Article in Journal/Newspaper permafrost Directory of Open Access Journals: DOAJ Articles Applied Sciences 12 18 9185 |
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Directory of Open Access Journals: DOAJ Articles |
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language |
English |
topic |
dynamic modulus prediction model freeze–thaw cycles oil shale residue-modified soil SWCC Technology T Engineering (General). Civil engineering (General) TA1-2040 Biology (General) QH301-705.5 Physics QC1-999 Chemistry QD1-999 |
spellingShingle |
dynamic modulus prediction model freeze–thaw cycles oil shale residue-modified soil SWCC Technology T Engineering (General). Civil engineering (General) TA1-2040 Biology (General) QH301-705.5 Physics QC1-999 Chemistry QD1-999 Xiaohan Luan Leilei Han Prediction Model of Dynamic Resilient Modulus of Unsaturated Modified Subgrade under Multi-Factor Combination |
topic_facet |
dynamic modulus prediction model freeze–thaw cycles oil shale residue-modified soil SWCC Technology T Engineering (General). Civil engineering (General) TA1-2040 Biology (General) QH301-705.5 Physics QC1-999 Chemistry QD1-999 |
description |
The objective of this research is to solve the problem of the lack of prediction methods and basis for the long-term road performance of oil shale residue-modified soil in seasonally frozen regions. This paper summarizes and expands the resilient modulus prediction methods in the related literature. Based on the measured soil–water characteristic curve (SWCC) of the compacted modified soil and the trend characteristics of dynamic resilient modulus under freeze–thaw cycles, a semi-empirical prediction model is proposed. This model was used to quantitatively forecast the resilient modulus of unsaturated modified subgrade soil after the freeze–thaw cycle in a seasonal permafrost region. The applicability and accuracy of the method were verified by dynamic resilient modulus tests of the oil shale residue-modified soil under various freeze–thaw cycles and moisture content. The results show that the model has a high degree of fit to the experimental data and is more suitable for predicting the dynamic resilient modulus of modified soil under the change of moisture and the freeze–thaw cycle compared to the existing models. |
format |
Article in Journal/Newspaper |
author |
Xiaohan Luan Leilei Han |
author_facet |
Xiaohan Luan Leilei Han |
author_sort |
Xiaohan Luan |
title |
Prediction Model of Dynamic Resilient Modulus of Unsaturated Modified Subgrade under Multi-Factor Combination |
title_short |
Prediction Model of Dynamic Resilient Modulus of Unsaturated Modified Subgrade under Multi-Factor Combination |
title_full |
Prediction Model of Dynamic Resilient Modulus of Unsaturated Modified Subgrade under Multi-Factor Combination |
title_fullStr |
Prediction Model of Dynamic Resilient Modulus of Unsaturated Modified Subgrade under Multi-Factor Combination |
title_full_unstemmed |
Prediction Model of Dynamic Resilient Modulus of Unsaturated Modified Subgrade under Multi-Factor Combination |
title_sort |
prediction model of dynamic resilient modulus of unsaturated modified subgrade under multi-factor combination |
publisher |
MDPI AG |
publishDate |
2022 |
url |
https://doi.org/10.3390/app12189185 https://doaj.org/article/fabb0d3bb9764a6da69fc1eb0ac891b3 |
genre |
permafrost |
genre_facet |
permafrost |
op_source |
Applied Sciences, Vol 12, Iss 9185, p 9185 (2022) |
op_relation |
https://www.mdpi.com/2076-3417/12/18/9185 https://doaj.org/toc/2076-3417 doi:10.3390/app12189185 2076-3417 https://doaj.org/article/fabb0d3bb9764a6da69fc1eb0ac891b3 |
op_doi |
https://doi.org/10.3390/app12189185 |
container_title |
Applied Sciences |
container_volume |
12 |
container_issue |
18 |
container_start_page |
9185 |
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1766166368469647360 |