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Transportation Infrastructure Geotechnology最新文献

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Undrained Stability Analysis of Spherical Cavities in Non-homogeneous Clay 非均质粘土中球洞不排水稳定性分析
Q2 ENGINEERING, CIVIL Pub Date : 2023-01-30 DOI: 10.1007/s40515-023-00276-4
S. Likitlersuang, S. Keawsawasvong, Weeradetch Tanapalungkorn
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引用次数: 1
Influence of Alccofine in the Presence of Calcium Chloride on Frost Susceptibility Behaviour of Clayey Silt 氯化钙存在下乙醇对粘性粉土冻敏特性的影响
Q2 ENGINEERING, CIVIL Pub Date : 2023-01-28 DOI: 10.1007/s40515-023-00275-5
Rufaidah Shah, B. Mir
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引用次数: 0
A Method for Using Transformed Track Deflection Data to Assess Dynamic Forces at Railway Track Stiffness Transitions 一种利用转换后的轨道挠度数据评估铁路轨道刚度过渡时动力的方法
Q2 ENGINEERING, CIVIL Pub Date : 2023-01-24 DOI: 10.1007/s40515-023-00274-6
J. Palese
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引用次数: 0
Numerical Study of the Seismic Response of Closed-Ended Pipe Pile in Cohesionless Soils 无粘性土中封闭式管桩地震响应的数值研究
Q2 ENGINEERING, CIVIL Pub Date : 2023-01-07 DOI: 10.1007/s40515-022-00273-z
Duaa Al-Jeznawi, I. Jais, B. Albusoda, Saif Alzabeebee, S. Keawsawasvong, Norazlan Khalid
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引用次数: 7
Experimental Study and Prediction of Water Retention Curves of an Unsaturated Kaolin 不饱和高岭土保水曲线的实验研究与预测
Q2 ENGINEERING, CIVIL Pub Date : 2023-01-07 DOI: 10.1007/s40515-022-00269-9
Abbas Mahboobi, A. R. Bagherieh, F. Heydari
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引用次数: 0
Failure Envelopes for Strip Footings on Sand Overlying Non-homogeneous Clay Under Combined Loading 复合荷载作用下砂覆非均质粘土条形基础的破坏包络
Q2 ENGINEERING, CIVIL Pub Date : 2022-12-31 DOI: 10.1007/s40515-022-00272-0
A. Bouaicha, A. Mabrouki
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引用次数: 0
Numerical Estimation of Bearing Capacity of Conical Footing Embedded in Sand 埋砂锥形基础承载力的数值计算
Q2 ENGINEERING, CIVIL Pub Date : 2022-12-23 DOI: 10.1007/s40515-022-00270-2
V. N. Khatri, J. Yadav, Ketan Shrivastava
{"title":"Numerical Estimation of Bearing Capacity of Conical Footing Embedded in Sand","authors":"V. N. Khatri, J. Yadav, Ketan Shrivastava","doi":"10.1007/s40515-022-00270-2","DOIUrl":"https://doi.org/10.1007/s40515-022-00270-2","url":null,"abstract":"","PeriodicalId":37718,"journal":{"name":"Transportation Infrastructure Geotechnology","volume":"94 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-12-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"84262165","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
Load Transfer Acting in Basal Reinforced Piled Embankments: a Numerical Approach 基础加筋桩路堤荷载传递的数值分析
Q2 ENGINEERING, CIVIL Pub Date : 2022-12-14 DOI: 10.1007/s40515-022-00271-1
Dai-Nhat Vo, M. Pham, Van-An Le, V.N. To
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引用次数: 1
The Contribution of Crosstie Condition as Represented by Local Track Stiffness to the Wheel Load Distribution 以局部轨道刚度为代表的横向条件对车轮载荷分布的贡献
Q2 ENGINEERING, CIVIL Pub Date : 2022-11-30 DOI: 10.1007/s40515-022-00263-1
Kenza Soufiane, A. Zarembski, J. Palese
{"title":"The Contribution of Crosstie Condition as Represented by Local Track Stiffness to the Wheel Load Distribution","authors":"Kenza Soufiane, A. Zarembski, J. Palese","doi":"10.1007/s40515-022-00263-1","DOIUrl":"https://doi.org/10.1007/s40515-022-00263-1","url":null,"abstract":"","PeriodicalId":37718,"journal":{"name":"Transportation Infrastructure Geotechnology","volume":"36 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-11-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85489394","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 of Slope Stabilized with Piles Under Earthquake Excitation 地震作用下桩稳定边坡分析
Q2 ENGINEERING, CIVIL Pub Date : 2022-11-23 DOI: 10.1007/s40515-022-00265-z
Duaa Al-Jeznawi, Saif Alzabeebee, Qassun S. Mohammed Shafiqu, E. Güler
{"title":"Analysis of Slope Stabilized with Piles Under Earthquake Excitation","authors":"Duaa Al-Jeznawi, Saif Alzabeebee, Qassun S. Mohammed Shafiqu, E. Güler","doi":"10.1007/s40515-022-00265-z","DOIUrl":"https://doi.org/10.1007/s40515-022-00265-z","url":null,"abstract":"","PeriodicalId":37718,"journal":{"name":"Transportation Infrastructure Geotechnology","volume":"107 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-11-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77258820","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: 2
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Transportation Infrastructure Geotechnology
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