Pub Date : 2023-10-31DOI: 10.1007/s41062-023-01269-5
None Gautam, Debjit Bhowmik
{"title":"Application of lime-rice husk ash mixture (LRHA) for the stabilization of fine-grained soil: a state-of-the-art review","authors":"None Gautam, Debjit Bhowmik","doi":"10.1007/s41062-023-01269-5","DOIUrl":"https://doi.org/10.1007/s41062-023-01269-5","url":null,"abstract":"","PeriodicalId":13525,"journal":{"name":"Innovative Infrastructure Solutions","volume":"171 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135872824","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-10-30DOI: 10.1007/s41062-023-01252-0
Md. Anwar Uddin, Sumit Roy
{"title":"Examining TOD node typology using k-means, hierarchical, and latent class cluster analysis for a developing country","authors":"Md. Anwar Uddin, Sumit Roy","doi":"10.1007/s41062-023-01252-0","DOIUrl":"https://doi.org/10.1007/s41062-023-01252-0","url":null,"abstract":"","PeriodicalId":13525,"journal":{"name":"Innovative Infrastructure Solutions","volume":"21 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136104850","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-10-29DOI: 10.1007/s41062-023-01275-7
Ujval N. Utagi, B. K. Purandara
{"title":"Tempo-spatial quality assessment of spring water using WQI and GIS modeling in Western Ghats region of India","authors":"Ujval N. Utagi, B. K. Purandara","doi":"10.1007/s41062-023-01275-7","DOIUrl":"https://doi.org/10.1007/s41062-023-01275-7","url":null,"abstract":"","PeriodicalId":13525,"journal":{"name":"Innovative Infrastructure Solutions","volume":"17 4","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136135274","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-10-27DOI: 10.1007/s41062-023-01261-z
Rafi’ M. Sulaiman Al-Ne’aimi, Hind K. Nasir
{"title":"Numerical study of design parameters influencing anchored diaphragm walls for deep excavation","authors":"Rafi’ M. Sulaiman Al-Ne’aimi, Hind K. Nasir","doi":"10.1007/s41062-023-01261-z","DOIUrl":"https://doi.org/10.1007/s41062-023-01261-z","url":null,"abstract":"","PeriodicalId":13525,"journal":{"name":"Innovative Infrastructure Solutions","volume":"61 8","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136316473","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-10-26DOI: 10.1007/s41062-023-01250-2
Zia U. A. Zihan, Omar Smadi, Miranda Tilberg, Mohamed S. Yamany
{"title":"Synthesizing the performance of deep learning in vision-based pavement distress detection","authors":"Zia U. A. Zihan, Omar Smadi, Miranda Tilberg, Mohamed S. Yamany","doi":"10.1007/s41062-023-01250-2","DOIUrl":"https://doi.org/10.1007/s41062-023-01250-2","url":null,"abstract":"","PeriodicalId":13525,"journal":{"name":"Innovative Infrastructure Solutions","volume":"67 2","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136376619","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-10-26DOI: 10.1007/s41062-023-01274-8
Srinivasa Rao Gandupalli, Purnanandam Kokkeragadda, Mukund R. Dangeti
{"title":"Analysis and modelling of crash severity of vulnerable road users through discrete methods: a case study approach","authors":"Srinivasa Rao Gandupalli, Purnanandam Kokkeragadda, Mukund R. Dangeti","doi":"10.1007/s41062-023-01274-8","DOIUrl":"https://doi.org/10.1007/s41062-023-01274-8","url":null,"abstract":"","PeriodicalId":13525,"journal":{"name":"Innovative Infrastructure Solutions","volume":"11 5","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136381724","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2023-10-25DOI: 10.1007/s41062-023-01268-6
Ahmed M. Tahwia, Marwa Mokhles, Walid E. Elemam
Abstract The purpose of this investigation is to assess and optimize the impact of hybrid polypropylene fibers (coarse monofilament and staple fibers) on the mechanical characteristics and resistance to elevated temperature of high-performance concrete. Concrete mixtures were designed using central composite design under response surface methodology. Slump test, compressive strength, flexural strength, impact test, elevated temperature resistance and microstructure of concrete were the tests performed. The slump values were slightly decreased with the addition of polypropylene fibers. Concrete mixtures reinforced with hybrid polypropylene fibers have significantly improved in terms of compressive strength and flexural strength ranged from 1.96% to 12% and 14.28% to 41.9%, respectively, at age 56 days compared to control mixture without fibers. The hybridization of 5 kg monofilament and 0.75 kg staple fibers achieved the highest compressive strength (84.6 MPa), flexural strength (14.9 MPa), and the optimum impact resistance at age 56 days. The increase of coarse monofilament fibers significantly improved the spalling resistance performance. The residual compressive strength of mixture containing 5 kg monofilament and 0.75 kg staple fibers up to 63.8% of the initial strength after exposure to 800 C0. Strong relationships were obtained for predicting and optimizing compressive and flexural strength of concrete incorporating hybrid polypropylene fibers.
{"title":"Optimizing characteristics of high-performance concrete incorporating hybrid polypropylene fibers","authors":"Ahmed M. Tahwia, Marwa Mokhles, Walid E. Elemam","doi":"10.1007/s41062-023-01268-6","DOIUrl":"https://doi.org/10.1007/s41062-023-01268-6","url":null,"abstract":"Abstract The purpose of this investigation is to assess and optimize the impact of hybrid polypropylene fibers (coarse monofilament and staple fibers) on the mechanical characteristics and resistance to elevated temperature of high-performance concrete. Concrete mixtures were designed using central composite design under response surface methodology. Slump test, compressive strength, flexural strength, impact test, elevated temperature resistance and microstructure of concrete were the tests performed. The slump values were slightly decreased with the addition of polypropylene fibers. Concrete mixtures reinforced with hybrid polypropylene fibers have significantly improved in terms of compressive strength and flexural strength ranged from 1.96% to 12% and 14.28% to 41.9%, respectively, at age 56 days compared to control mixture without fibers. The hybridization of 5 kg monofilament and 0.75 kg staple fibers achieved the highest compressive strength (84.6 MPa), flexural strength (14.9 MPa), and the optimum impact resistance at age 56 days. The increase of coarse monofilament fibers significantly improved the spalling resistance performance. The residual compressive strength of mixture containing 5 kg monofilament and 0.75 kg staple fibers up to 63.8% of the initial strength after exposure to 800 C0. Strong relationships were obtained for predicting and optimizing compressive and flexural strength of concrete incorporating hybrid polypropylene fibers.","PeriodicalId":13525,"journal":{"name":"Innovative Infrastructure Solutions","volume":"14 7","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135113940","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
京公网安备 11010802042870号
京ICP备2023020795号-1
扫码关注我们
求助内容：
应助结果提醒方式：