Optimization Design of Mix Proportion of Large Stone Permeable Mixture Based on Target Air Voids
Through theoretical analysis, this paper preliminarily puts forward the optimization design method of a mix proportion large stone permeable mixture based on target voidage. The optimized large stone permeable mixture is abbreviated as OLSPM (optimization large stone permeable mixture). On this basi...
Guardado en:
Autores principales: | , , , , |
---|---|
Formato: | article |
Lenguaje: | EN |
Publicado: |
MDPI AG
2021
|
Materias: | |
Acceso en línea: | https://doaj.org/article/d2807e242f9342f6a2ce2f447fc8e861 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
id |
oai:doaj.org-article:d2807e242f9342f6a2ce2f447fc8e861 |
---|---|
record_format |
dspace |
spelling |
oai:doaj.org-article:d2807e242f9342f6a2ce2f447fc8e8612021-11-25T16:59:38ZOptimization Design of Mix Proportion of Large Stone Permeable Mixture Based on Target Air Voids10.3390/buildings111105142075-5309https://doaj.org/article/d2807e242f9342f6a2ce2f447fc8e8612021-11-01T00:00:00Zhttps://www.mdpi.com/2075-5309/11/11/514https://doaj.org/toc/2075-5309Through theoretical analysis, this paper preliminarily puts forward the optimization design method of a mix proportion large stone permeable mixture based on target voidage. The optimized large stone permeable mixture is abbreviated as OLSPM (optimization large stone permeable mixture). On this basis, the asphalt content was verified by leakage analysis experiment, and the molding method was determined by comparing the volume parameter changes and the appearance of the specimen in the molding process of both a Marshall compaction test and rotary compaction test. The final experimental analysis results show that the asphalt content calculated by this method can meet the technical requirements of leakage loss. The rotary compaction method is the suitable molding method for indoor cylindrical specimens of OLSPM, and the voidage is used as the index to control the compac-tion times of OLSPM. Under the same voidage, OLSPM-25 has more fine aggregates and thus leads to a relatively large amount of asphalt. In addition, the content of 4.75–19 mm coarse aggregate in its coarse aggregate is also higher than that of LSPM-25.Zhi SuoXu BaoLei NieQiang YanKailin QiMDPI AGarticletarget air voidsoptimization large stone permeable mixture (OLSPM)performance evaluationoptimization of mix proportionBuilding constructionTH1-9745ENBuildings, Vol 11, Iss 514, p 514 (2021) |
institution |
DOAJ |
collection |
DOAJ |
language |
EN |
topic |
target air voids optimization large stone permeable mixture (OLSPM) performance evaluation optimization of mix proportion Building construction TH1-9745 |
spellingShingle |
target air voids optimization large stone permeable mixture (OLSPM) performance evaluation optimization of mix proportion Building construction TH1-9745 Zhi Suo Xu Bao Lei Nie Qiang Yan Kailin Qi Optimization Design of Mix Proportion of Large Stone Permeable Mixture Based on Target Air Voids |
description |
Through theoretical analysis, this paper preliminarily puts forward the optimization design method of a mix proportion large stone permeable mixture based on target voidage. The optimized large stone permeable mixture is abbreviated as OLSPM (optimization large stone permeable mixture). On this basis, the asphalt content was verified by leakage analysis experiment, and the molding method was determined by comparing the volume parameter changes and the appearance of the specimen in the molding process of both a Marshall compaction test and rotary compaction test. The final experimental analysis results show that the asphalt content calculated by this method can meet the technical requirements of leakage loss. The rotary compaction method is the suitable molding method for indoor cylindrical specimens of OLSPM, and the voidage is used as the index to control the compac-tion times of OLSPM. Under the same voidage, OLSPM-25 has more fine aggregates and thus leads to a relatively large amount of asphalt. In addition, the content of 4.75–19 mm coarse aggregate in its coarse aggregate is also higher than that of LSPM-25. |
format |
article |
author |
Zhi Suo Xu Bao Lei Nie Qiang Yan Kailin Qi |
author_facet |
Zhi Suo Xu Bao Lei Nie Qiang Yan Kailin Qi |
author_sort |
Zhi Suo |
title |
Optimization Design of Mix Proportion of Large Stone Permeable Mixture Based on Target Air Voids |
title_short |
Optimization Design of Mix Proportion of Large Stone Permeable Mixture Based on Target Air Voids |
title_full |
Optimization Design of Mix Proportion of Large Stone Permeable Mixture Based on Target Air Voids |
title_fullStr |
Optimization Design of Mix Proportion of Large Stone Permeable Mixture Based on Target Air Voids |
title_full_unstemmed |
Optimization Design of Mix Proportion of Large Stone Permeable Mixture Based on Target Air Voids |
title_sort |
optimization design of mix proportion of large stone permeable mixture based on target air voids |
publisher |
MDPI AG |
publishDate |
2021 |
url |
https://doaj.org/article/d2807e242f9342f6a2ce2f447fc8e861 |
work_keys_str_mv |
AT zhisuo optimizationdesignofmixproportionoflargestonepermeablemixturebasedontargetairvoids AT xubao optimizationdesignofmixproportionoflargestonepermeablemixturebasedontargetairvoids AT leinie optimizationdesignofmixproportionoflargestonepermeablemixturebasedontargetairvoids AT qiangyan optimizationdesignofmixproportionoflargestonepermeablemixturebasedontargetairvoids AT kailinqi optimizationdesignofmixproportionoflargestonepermeablemixturebasedontargetairvoids |
_version_ |
1718412805818810368 |