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透水混凝土强度与透水系数关系模型研究
Study on the Relationship Model Between Pervious Concrete Strength and Pervious Coefficient
2022年第2期
透水混凝土;抗压强度;透水系数;数学模型;孔隙率
Pervious concrete; Compressive strength; Permeability coefficient; Mathematical model; Porosity
2022年第2期
10.19761/j.1000-4637.2022.02.022.05
吉林省教育厅“十三五”科学技术项目(JJKH20200050KJ);国家级大学生创新项目(202010201019)。
曲广雷1,2,常广利2,王显利2,李梓赫3,刘浩宇3,孙祥涛2,李 欣2
1.长安大学 公路学院,陕西 西安 710064;2.北华大学 土木与交通学院,吉林 吉林 132013;3.北华大学 林学院,吉林 吉林 132013

曲广雷1,2,常广利2,王显利2,李梓赫3,刘浩宇3,孙祥涛2,李 欣2

曲广雷,常广利,王显利,等.透水混凝土强度与透水系数关系模型研究[J].混凝土与水泥制品,2022(2):22-26.

QU G L,CHANG G L,WANG X L,et al.Study on the Relationship Model Between Pervious Concrete Strength and Pervious Coefficient[J].China Concrete and Cement Products,2022(2):22-26.

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摘   要:为建立透水混凝土抗压强度与透水系数的定量关系模型,制备了透水混凝土试件,并测试了试件的有效孔隙率、透水系数和28 d抗压强度。结合现有模型,建立了基于Griffith断裂理论的数学关系模型,并验证了模型的有效性;基于本文提出的模型,选取合适参数,可以对透水混凝土性能进行有效预测。 Abstract: In order to establish a quantitative relationship model between the compressive strength and the permeable coefficient of pervious concrete, pervious concrete specimens were prepared through laboratory tests, and the effective porosity, permeable coefficient and 28 d compressive strength were measured. Combined with the existing model, the mathematical relation model based on Griffith fracture theory was established and the validity of the model was verified. Based on the model proposed in this article, selecting appropriate parameters can effectively predict the performance of pervious concrete.
英文名 : Study on the Relationship Model Between Pervious Concrete Strength and Pervious Coefficient
刊期 : 2022年第2期
关键词 : 透水混凝土;抗压强度;透水系数;数学模型;孔隙率
Key words : Pervious concrete; Compressive strength; Permeability coefficient; Mathematical model; Porosity
刊期 : 2022年第2期
DOI : 10.19761/j.1000-4637.2022.02.022.05
文章编号 :
基金项目 : 吉林省教育厅“十三五”科学技术项目(JJKH20200050KJ);国家级大学生创新项目(202010201019)。
作者 : 曲广雷1,2,常广利2,王显利2,李梓赫3,刘浩宇3,孙祥涛2,李 欣2
单位 : 1.长安大学 公路学院,陕西 西安 710064;2.北华大学 土木与交通学院,吉林 吉林 132013;3.北华大学 林学院,吉林 吉林 132013

曲广雷1,2,常广利2,王显利2,李梓赫3,刘浩宇3,孙祥涛2,李 欣2

曲广雷,常广利,王显利,等.透水混凝土强度与透水系数关系模型研究[J].混凝土与水泥制品,2022(2):22-26.

QU G L,CHANG G L,WANG X L,et al.Study on the Relationship Model Between Pervious Concrete Strength and Pervious Coefficient[J].China Concrete and Cement Products,2022(2):22-26.

摘要
参数
结论
参考文献
引用本文

摘   要:为建立透水混凝土抗压强度与透水系数的定量关系模型,制备了透水混凝土试件,并测试了试件的有效孔隙率、透水系数和28 d抗压强度。结合现有模型,建立了基于Griffith断裂理论的数学关系模型,并验证了模型的有效性;基于本文提出的模型,选取合适参数,可以对透水混凝土性能进行有效预测。

Abstract: In order to establish a quantitative relationship model between the compressive strength and the permeable coefficient of pervious concrete, pervious concrete specimens were prepared through laboratory tests, and the effective porosity, permeable coefficient and 28 d compressive strength were measured. Combined with the existing model, the mathematical relation model based on Griffith fracture theory was established and the validity of the model was verified. Based on the model proposed in this article, selecting appropriate parameters can effectively predict the performance of pervious concrete.

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基于Griffith断裂理论,引入换算系数换算成总孔隙率和折算透水系数,建立了透水混凝土抗压强度与透水系数的关系模型,模型中各参数具有一定的物理意义。模型计算强度与试验强度非常接近。选取适当的换算系数μ,可对透水混凝土的性能进行有效预测。

[1] 张永超,田彬彬,桑瑜,等.生态混凝土在海绵城市建设中的应用研究[J].混凝土与水泥制品,2017(6):20-23.
[2] 张卫东,王振波.粉煤灰改性透水再生混凝土力学性能试验研究[J].混凝土与水泥制品,2019(1):95-100.
[3] 苏有文,廖若寒,周良峥,等.聚合物改善透水混凝土性能试验研究[J].混凝土与水泥制品,2018(6):7-10,34.
[4] 唐江昱,李振,岳燕飞,等.水泥基透水路面制品的透水与保水性研究[J].混凝土与水泥制品,2019(1):31-35.
[5] LIAN C,ZHUGE Y,BEECHAM S.The Relationship Between Porosity and Strength for Porous Concrete[J].Constrution and Building Materials,2011,25:4294-4298.
[6] MONTES F,VALAVALA S,HASELBACH L.A New Test Method for Porosity Measurements of Portland Cement Pervious Concrete[J].Journal of Astm International,2005,2(1):1-13.
[7] 郑木莲,王国清,贾献卓,等.基于正交试验的多孔混凝土强度与空隙率影响因素分析[J].公路,2015,60(7):230-234.
[8] GHASHGHAEI H T,HASSANI A.Investigating the Relationship Between Porosity and Permeability Coefficient for Pervious Concrete Pavement by Statistical Modelling[J].Matrials Sciences and Applications,2016,7:101-107.
[9] 杨杨,程娟,郭向阳.关于透水混凝土的孔隙率与透水系数关系的探讨[J].混凝土与水泥制品,2007(4):1-3.
[10] HUANG B,WU H,SHU X,et al.Laboratory Evaluation of Permeability and Strength of Polymer-modified Pervious Concrete[J].Construction and Building Materials,2010,24(5):818-823.
[11] CHINDAPRASIRT P,HATANAKA S,MISHIMA N,et al.Effects of Binder Strength and Aggregate Size on the Compressive Strength and Void Ratio of Porous Concrete[J].International Journal of Minerals Metallurgy and Materials,2009,16(6):714-719.
[12] 陈守开,陈家林,汪伦焰,等.再生骨料透水混凝土关键性能统计及预测分析[J].建筑材料学报,2019,22(2):214-221.
[13] 王显利,曲广雷.荷叶疏水剂对无砂透水混凝土性能的影响研究[J].新型建筑材料,2017,44(3):11-15,19.
[14] 曲广雷.无砂内疏水透水混凝土的研制与性能研究[D].吉林:北华大学,2017.
[15] SATA V,WONGSA A,CHINDAPRASIRT P.Properties of Pervious Geopolymer Concrete Using Recycled Aggregates[J].Construction and Building Materials,2013,42:33-39.
[16] 陈晋栋,王武祥,张磊蕾,等.透水混凝土透水系数与孔隙结构的相关性研究[J].硅酸盐通报,2019,38(1):47-51,59.
[17] KUANG X,SANSALONE J,YING G,et al.Pore-structureModels of Hydraulic Conductivity for Permeable Pavement[J].Journal of Hydrology,2011,399(3):148-157.
[18] HASSELMAN D P H,FULRATH R M.Effect of Small Fraction of Spherical Porosity on Elastic Moduli of Glass[J].Journal of the American Ceramic Society,2010,47:52-53.
[19] RYSHKEWITCH E.Compression Strength of Porous Sintered Alumina and Zirconia[J].Journal of the American Ceramic Society,2010,36(2):65-68.
[20] VANDEPERRE L J,WANG J,CLEGG W J.Effects of Porosity on the Measured Fracture Energy of Brittle Materials[J].Philosophical Magazine,2004,84(34):3689-3704.
[21] CHEN Z,NIAZI S,BOBARU F.A Peridynamic Model for Brittle Damage and Fracture in Porous Materials[J].International Journal of Rock Mechanics and Mining Sciences,2019,122:1-13.
[22] RICE R W.Comparison of Physical Property-porosity Behaviour with Minimum Solid Area Models[J].Journal of Materials Science,1996,31:1509-1528.

曲广雷,常广利,王显利,.透水混凝土强度与透水系数关系模型研究[J].混凝土与水泥制品,2022(2):22-26.

QU G L,CHANG G L,WANG X L,et al.Study on the Relationship Model Between Pervious Concrete Strength and Pervious Coefficient[J].China Concrete and Cement Products,2022(2):22-26.

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