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Transportation Infrastructure Geotechnology最新文献

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Design Charts for Reinforced Soil Slopes Considering Rotational and Sliding Failure Mechanisms 考虑旋转和滑动破坏机制的加筋土边坡设计简图
Q2 ENGINEERING, CIVIL Pub Date : 2023-11-10 DOI: 10.1007/s40515-023-00348-5
Amit Kumar, Avijit Burman, Shiva S. Choudhary
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引用次数: 0
Optimization of an Artificial Neural Network Using Three Novel Meta-heuristic Algorithms for Predicting the Shear Strength of Soil 基于三种新型元启发式算法的人工神经网络优化预测土体抗剪强度
Q2 ENGINEERING, CIVIL Pub Date : 2023-11-03 DOI: 10.1007/s40515-023-00343-w
Ahsan Rabbani, Pijush Samui, Sunita Kumari, Bhupendra Kumar Saraswat, Mohit Tiwari, Anubhav Rai
{"title":"Optimization of an Artificial Neural Network Using Three Novel Meta-heuristic Algorithms for Predicting the Shear Strength of Soil","authors":"Ahsan Rabbani, Pijush Samui, Sunita Kumari, Bhupendra Kumar Saraswat, Mohit Tiwari, Anubhav Rai","doi":"10.1007/s40515-023-00343-w","DOIUrl":"https://doi.org/10.1007/s40515-023-00343-w","url":null,"abstract":"","PeriodicalId":37718,"journal":{"name":"Transportation Infrastructure Geotechnology","volume":"8 6","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135868778","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
Seismic Pressure of c—ϕ Soil Backfill Carries a Uniform Surcharge on the Retaining Wall Based on a Limit Equilibrium Analysis Method 基于极限平衡分析方法的c - φ土填土地震压力在挡土墙上均匀附加荷载
Q2 ENGINEERING, CIVIL Pub Date : 2023-11-03 DOI: 10.1007/s40515-023-00347-6
M. C. Venkatasubbaiah, G. V. N. Reddy
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引用次数: 0
Improvement of Clayey Soil Characteristics Using Poly Acrylamide Geopolymer 利用聚丙烯酰胺地聚合物改善粘性土特性
Q2 ENGINEERING, CIVIL Pub Date : 2023-11-02 DOI: 10.1007/s40515-023-00340-z
Mohammed Faeq Aswad, Ahmed S.A. Al-Gharbawi, Mohammed Y. Fattah, Reda Hussein Mustfa, Haya Rashid Hameed
{"title":"Improvement of Clayey Soil Characteristics Using Poly Acrylamide Geopolymer","authors":"Mohammed Faeq Aswad, Ahmed S.A. Al-Gharbawi, Mohammed Y. Fattah, Reda Hussein Mustfa, Haya Rashid Hameed","doi":"10.1007/s40515-023-00340-z","DOIUrl":"https://doi.org/10.1007/s40515-023-00340-z","url":null,"abstract":"","PeriodicalId":37718,"journal":{"name":"Transportation Infrastructure Geotechnology","volume":"19 8","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135935818","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
Correction to: Undrained Stability Analysis of Embankment on Ordinary and Encased-Granular Columns in Soft Clay 修正:软粘土普通柱和包覆颗粒柱路堤不排水稳定性分析
Q2 ENGINEERING, CIVIL Pub Date : 2023-10-26 DOI: 10.1007/s40515-023-00346-7
Iman Hosseinpour, Reza Rezvani, Saeed Ebrahimzade
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引用次数: 0
2022 Best Paper Award 2022年最佳论文奖
Q2 ENGINEERING, CIVIL Pub Date : 2023-10-24 DOI: 10.1007/s40515-023-00344-9
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引用次数: 0
Evaluation of Drained Stability of Active and Passive Trapdoors for Horizontal and Inclined Soil Bed using Finite Element Limit Analysis 基于有限元极限分析的水平和倾斜土床主动和被动活板门排水稳定性评价
Q2 ENGINEERING, CIVIL Pub Date : 2023-10-19 DOI: 10.1007/s40515-023-00336-9
Harsh Rai, Jitesh T. Chavda
{"title":"Evaluation of Drained Stability of Active and Passive Trapdoors for Horizontal and Inclined Soil Bed using Finite Element Limit Analysis","authors":"Harsh Rai, Jitesh T. Chavda","doi":"10.1007/s40515-023-00336-9","DOIUrl":"https://doi.org/10.1007/s40515-023-00336-9","url":null,"abstract":"","PeriodicalId":37718,"journal":{"name":"Transportation Infrastructure Geotechnology","volume":"31 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135730531","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
Determination of Optimum Content of Additive for Stabilization of Expansive Soil Considering its Shrinkage, Swelling, Desiccation Cracking, and Shear strength Response 考虑膨胀土的收缩、膨胀、干裂和抗剪强度响应,确定膨胀土稳定添加剂的最佳含量
Q2 ENGINEERING, CIVIL Pub Date : 2023-10-17 DOI: 10.1007/s40515-023-00337-8
Brijesh Kumar Agarwal, Jahnvi Shah, Ajanta Sachan
{"title":"Determination of Optimum Content of Additive for Stabilization of Expansive Soil Considering its Shrinkage, Swelling, Desiccation Cracking, and Shear strength Response","authors":"Brijesh Kumar Agarwal, Jahnvi Shah, Ajanta Sachan","doi":"10.1007/s40515-023-00337-8","DOIUrl":"https://doi.org/10.1007/s40515-023-00337-8","url":null,"abstract":"","PeriodicalId":37718,"journal":{"name":"Transportation Infrastructure Geotechnology","volume":"18 4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135993622","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
Undrained Stability Analysis of Embankment on Ordinary and Encased-Granular Columns in Soft Clay 软粘土普通柱与包覆颗粒柱路堤不排水稳定性分析
Q2 ENGINEERING, CIVIL Pub Date : 2023-10-16 DOI: 10.1007/s40515-023-00339-6
Iman Hosseinpour, Reza Rezvani, Saeed Ebrahimzade
{"title":"Undrained Stability Analysis of Embankment on Ordinary and Encased-Granular Columns in Soft Clay","authors":"Iman Hosseinpour, Reza Rezvani, Saeed Ebrahimzade","doi":"10.1007/s40515-023-00339-6","DOIUrl":"https://doi.org/10.1007/s40515-023-00339-6","url":null,"abstract":"","PeriodicalId":37718,"journal":{"name":"Transportation Infrastructure Geotechnology","volume":"36 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136114532","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
Developing Prediction Equations for Soil Resilient Modulus Using Evolutionary Machine Learning 利用进化机器学习建立土壤弹性模量预测方程
Q2 ENGINEERING, CIVIL Pub Date : 2023-10-16 DOI: 10.1007/s40515-023-00342-x
Laith Sadik
{"title":"Developing Prediction Equations for Soil Resilient Modulus Using Evolutionary Machine Learning","authors":"Laith Sadik","doi":"10.1007/s40515-023-00342-x","DOIUrl":"https://doi.org/10.1007/s40515-023-00342-x","url":null,"abstract":"","PeriodicalId":37718,"journal":{"name":"Transportation Infrastructure Geotechnology","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136113440","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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Transportation Infrastructure Geotechnology
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