通过恒定水头和下降水头渗透试验比较研究透水混凝土板的导水性

IF 2.1 4区 材料科学 Q2 MATERIALS SCIENCE, CHARACTERIZATION & TESTING
Veerappan Sathish Kumar, Kajo Ferić, Ana Romić, Hrvoje Gotovac
{"title":"通过恒定水头和下降水头渗透试验比较研究透水混凝土板的导水性","authors":"Veerappan Sathish Kumar,&nbsp;Kajo Ferić,&nbsp;Ana Romić,&nbsp;Hrvoje Gotovac","doi":"10.1007/s11043-024-09665-9","DOIUrl":null,"url":null,"abstract":"<div><p>Stormwater management is still a major concern confronting many countries all over the world. The need to collect the runoff water is highly prioritised to save natural resources and restore groundwater supplies. Pervious concrete is a special type of concrete that possesses the unique characteristic of allowing water to pass through it. Hence, the study of the hydraulic characteristics of pervious concrete is highly required to understand the material’s ability and utilise it to the maximum. The main motive of this experimental investigation is to study the hydraulic conductivity of pervious concrete slabs using two different methods, namely the constant and falling head permeability tests. Seven different pervious concrete mix proportions were examined in this work. A total of 21 pervious concrete slabs of size 1000 mm × 1000 mm × 200 mm were cast with different degrees of compaction and tested for hydraulic conductivity. From each slab, three concrete cores of size 100 mm diameter × 200 mm height were drilled and extracted to test the hydraulic conductivity and to compare with the test results of the pervious concrete slabs. The test results revealed that compaction is the predominant factor that affects the hydraulic conductivity of the pervious concrete slabs. It has also been observed that all the pervious concrete slabs exhibited non-Darcian behaviour irrespective of the degree of compaction. From the results, it is clear that the hydraulic conductivity of the pervious concrete varies according to the test methods and hydraulic gradients. The results from the extracted cores exhibited similar trend behaviour of the concrete slabs, confirming the non-Darcian flow in pervious concrete. The results also showed that the estimated hydraulic conductivity by the constant head method was higher due to the lower hydraulic gradients considered during the experiment. The outcomes of the test results will be helpful in the rational design of pavements using pervious concrete.</p></div>","PeriodicalId":698,"journal":{"name":"Mechanics of Time-Dependent Materials","volume":"28 4","pages":"2643 - 2660"},"PeriodicalIF":2.1000,"publicationDate":"2024-01-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Comparative study on the hydraulic conductivity of pervious concrete slabs by constant and falling head permeability tests\",\"authors\":\"Veerappan Sathish Kumar,&nbsp;Kajo Ferić,&nbsp;Ana Romić,&nbsp;Hrvoje Gotovac\",\"doi\":\"10.1007/s11043-024-09665-9\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Stormwater management is still a major concern confronting many countries all over the world. The need to collect the runoff water is highly prioritised to save natural resources and restore groundwater supplies. Pervious concrete is a special type of concrete that possesses the unique characteristic of allowing water to pass through it. Hence, the study of the hydraulic characteristics of pervious concrete is highly required to understand the material’s ability and utilise it to the maximum. The main motive of this experimental investigation is to study the hydraulic conductivity of pervious concrete slabs using two different methods, namely the constant and falling head permeability tests. Seven different pervious concrete mix proportions were examined in this work. A total of 21 pervious concrete slabs of size 1000 mm × 1000 mm × 200 mm were cast with different degrees of compaction and tested for hydraulic conductivity. From each slab, three concrete cores of size 100 mm diameter × 200 mm height were drilled and extracted to test the hydraulic conductivity and to compare with the test results of the pervious concrete slabs. The test results revealed that compaction is the predominant factor that affects the hydraulic conductivity of the pervious concrete slabs. It has also been observed that all the pervious concrete slabs exhibited non-Darcian behaviour irrespective of the degree of compaction. From the results, it is clear that the hydraulic conductivity of the pervious concrete varies according to the test methods and hydraulic gradients. The results from the extracted cores exhibited similar trend behaviour of the concrete slabs, confirming the non-Darcian flow in pervious concrete. The results also showed that the estimated hydraulic conductivity by the constant head method was higher due to the lower hydraulic gradients considered during the experiment. The outcomes of the test results will be helpful in the rational design of pavements using pervious concrete.</p></div>\",\"PeriodicalId\":698,\"journal\":{\"name\":\"Mechanics of Time-Dependent Materials\",\"volume\":\"28 4\",\"pages\":\"2643 - 2660\"},\"PeriodicalIF\":2.1000,\"publicationDate\":\"2024-01-29\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Mechanics of Time-Dependent Materials\",\"FirstCategoryId\":\"88\",\"ListUrlMain\":\"https://link.springer.com/article/10.1007/s11043-024-09665-9\",\"RegionNum\":4,\"RegionCategory\":\"材料科学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"MATERIALS SCIENCE, CHARACTERIZATION & TESTING\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Mechanics of Time-Dependent Materials","FirstCategoryId":"88","ListUrlMain":"https://link.springer.com/article/10.1007/s11043-024-09665-9","RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"MATERIALS SCIENCE, CHARACTERIZATION & TESTING","Score":null,"Total":0}
引用次数: 0

摘要

摘要 雨水管理仍然是世界上许多国家面临的一个主要问题。为了节约自然资源和恢复地下水供应,收集径流水的需求被列为高度优先事项。透水混凝土是一种特殊的混凝土,具有允许水通过的独特特性。因此,必须对透水混凝土的水力特性进行研究,以了解这种材料的能力并最大限度地加以利用。本次实验研究的主要目的是利用两种不同的方法,即恒定水头渗透试验和下降水头渗透试验,研究透水混凝土板的水力传导性。这项工作研究了七种不同的透水混凝土混合比例。总共浇筑了 21 块透水混凝土板,尺寸为 1000 mm × 1000 mm × 200 mm,并采用了不同的压实度,然后进行了导水率测试。从每块板上钻取了三个直径为 100 毫米 × 高为 200 毫米的混凝土芯,用于测试导水性,并与透水混凝土板的测试结果进行比较。测试结果表明,压实度是影响透水混凝土板导水率的主要因素。此外,还观察到无论压实程度如何,所有透水混凝土板都表现出非达氏行为。从结果可以看出,透水混凝土的导水性因测试方法和水力梯度而异。从提取的岩芯中得到的结果显示了与混凝土板类似的趋势行为,证实了透水混凝土中的非达克斯流。结果还显示,由于实验中考虑的水力梯度较低,采用恒定水头法估算的水力传导率较高。试验结果将有助于合理设计使用透水混凝土的路面。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comparative study on the hydraulic conductivity of pervious concrete slabs by constant and falling head permeability tests

Stormwater management is still a major concern confronting many countries all over the world. The need to collect the runoff water is highly prioritised to save natural resources and restore groundwater supplies. Pervious concrete is a special type of concrete that possesses the unique characteristic of allowing water to pass through it. Hence, the study of the hydraulic characteristics of pervious concrete is highly required to understand the material’s ability and utilise it to the maximum. The main motive of this experimental investigation is to study the hydraulic conductivity of pervious concrete slabs using two different methods, namely the constant and falling head permeability tests. Seven different pervious concrete mix proportions were examined in this work. A total of 21 pervious concrete slabs of size 1000 mm × 1000 mm × 200 mm were cast with different degrees of compaction and tested for hydraulic conductivity. From each slab, three concrete cores of size 100 mm diameter × 200 mm height were drilled and extracted to test the hydraulic conductivity and to compare with the test results of the pervious concrete slabs. The test results revealed that compaction is the predominant factor that affects the hydraulic conductivity of the pervious concrete slabs. It has also been observed that all the pervious concrete slabs exhibited non-Darcian behaviour irrespective of the degree of compaction. From the results, it is clear that the hydraulic conductivity of the pervious concrete varies according to the test methods and hydraulic gradients. The results from the extracted cores exhibited similar trend behaviour of the concrete slabs, confirming the non-Darcian flow in pervious concrete. The results also showed that the estimated hydraulic conductivity by the constant head method was higher due to the lower hydraulic gradients considered during the experiment. The outcomes of the test results will be helpful in the rational design of pavements using pervious concrete.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Mechanics of Time-Dependent Materials
Mechanics of Time-Dependent Materials 工程技术-材料科学:表征与测试
CiteScore
4.90
自引率
8.00%
发文量
47
审稿时长
>12 weeks
期刊介绍: Mechanics of Time-Dependent Materials accepts contributions dealing with the time-dependent mechanical properties of solid polymers, metals, ceramics, concrete, wood, or their composites. It is recognized that certain materials can be in the melt state as function of temperature and/or pressure. Contributions concerned with fundamental issues relating to processing and melt-to-solid transition behaviour are welcome, as are contributions addressing time-dependent failure and fracture phenomena. Manuscripts addressing environmental issues will be considered if they relate to time-dependent mechanical properties. The journal promotes the transfer of knowledge between various disciplines that deal with the properties of time-dependent solid materials but approach these from different angles. Among these disciplines are: Mechanical Engineering, Aerospace Engineering, Chemical Engineering, Rheology, Materials Science, Polymer Physics, Design, and others.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信