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Innovative Infrastructure Solutions最新文献

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Application of lime-rice husk ash mixture (LRHA) for the stabilization of fine-grained soil: a state-of-the-art review 石灰-稻壳灰混合物(LRHA)在细粒土稳定中的应用:最新进展
Innovative Infrastructure Solutions Pub Date : 2023-10-31 DOI: 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}
引用次数: 0
Examining TOD node typology using k-means, hierarchical, and latent class cluster analysis for a developing country 使用k-均值、层次和潜在类聚类分析对一个发展中国家的TOD节点类型进行检验
Innovative Infrastructure Solutions Pub Date : 2023-10-30 DOI: 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}
引用次数: 0
Settlement and load sharing behavior of piled raft foundation: a review 桩筏基础沉降与荷载分担研究进展
Innovative Infrastructure Solutions Pub Date : 2023-10-30 DOI: 10.1007/s41062-023-01272-w
Dinesh Kumar Malviya, Adnan Ansari, Manojit Samanta
{"title":"Settlement and load sharing behavior of piled raft foundation: a review","authors":"Dinesh Kumar Malviya, Adnan Ansari, Manojit Samanta","doi":"10.1007/s41062-023-01272-w","DOIUrl":"https://doi.org/10.1007/s41062-023-01272-w","url":null,"abstract":"","PeriodicalId":13525,"journal":{"name":"Innovative Infrastructure Solutions","volume":"50 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":"136103957","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}
引用次数: 0
Tempo-spatial quality assessment of spring water using WQI and GIS modeling in Western Ghats region of India 基于WQI和GIS模型的印度西高止山区泉水时空质量评价
Innovative Infrastructure Solutions Pub Date : 2023-10-29 DOI: 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}
引用次数: 0
Variable curvature pendulum isolator system for seismic isolation of liquid storage tanks 储液罐的变曲率摆隔震系统
Innovative Infrastructure Solutions Pub Date : 2023-10-29 DOI: 10.1007/s41062-023-01281-9
Agrahara Krishnamoorthy, Vasu Bhadania, Maniga Kavyasree, Vandana Prajapati, M. Prasanna Kumar
{"title":"Variable curvature pendulum isolator system for seismic isolation of liquid storage tanks","authors":"Agrahara Krishnamoorthy, Vasu Bhadania, Maniga Kavyasree, Vandana Prajapati, M. Prasanna Kumar","doi":"10.1007/s41062-023-01281-9","DOIUrl":"https://doi.org/10.1007/s41062-023-01281-9","url":null,"abstract":"","PeriodicalId":13525,"journal":{"name":"Innovative Infrastructure Solutions","volume":"10 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136135568","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}
引用次数: 0
Numerical study of design parameters influencing anchored diaphragm walls for deep excavation 深基坑锚固连续墙设计参数影响的数值研究
Innovative Infrastructure Solutions Pub Date : 2023-10-27 DOI: 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}
引用次数: 0
Soft computing techniques to estimate the uniaxial compressive strength of mortar incorporated with cement kiln dust 用软计算技术估算水泥窑灰砂浆单轴抗压强度
Innovative Infrastructure Solutions Pub Date : 2023-10-26 DOI: 10.1007/s41062-023-01273-9
Ahmed Salih Mohammed, Aso A. Abdalla, Rawaz Kurda, Warzer Sarwar Qadir, Wael Mahmood, Kawan Ghafor
{"title":"Soft computing techniques to estimate the uniaxial compressive strength of mortar incorporated with cement kiln dust","authors":"Ahmed Salih Mohammed, Aso A. Abdalla, Rawaz Kurda, Warzer Sarwar Qadir, Wael Mahmood, Kawan Ghafor","doi":"10.1007/s41062-023-01273-9","DOIUrl":"https://doi.org/10.1007/s41062-023-01273-9","url":null,"abstract":"","PeriodicalId":13525,"journal":{"name":"Innovative Infrastructure Solutions","volume":"33 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134907694","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}
引用次数: 0
Synthesizing the performance of deep learning in vision-based pavement distress detection 综合深度学习在基于视觉的路面破损检测中的性能
Innovative Infrastructure Solutions Pub Date : 2023-10-26 DOI: 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}
引用次数: 0
Analysis and modelling of crash severity of vulnerable road users through discrete methods: a case study approach 通过离散方法对脆弱道路使用者的碰撞严重程度进行分析和建模:案例研究方法
Innovative Infrastructure Solutions Pub Date : 2023-10-26 DOI: 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}
引用次数: 0
Optimizing characteristics of high-performance concrete incorporating hybrid polypropylene fibers 混杂聚丙烯纤维高性能混凝土性能优化研究
Innovative Infrastructure Solutions Pub Date : 2023-10-25 DOI: 10.1007/s41062-023-01268-6
Ahmed M. Tahwia, Marwa Mokhles, Walid E. Elemam
{"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}
引用次数: 0
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