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International Journal of Geotechnical Engineering最新文献

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De-carbonizing in construction using supplementary cementitious materials and accelerated carbonation technique - a review 在建筑中使用辅助胶凝材料和加速碳化技术进行去碳化--综述
IF 1.9
International Journal of Geotechnical Engineering Pub Date : 2024-01-09 DOI: 10.1080/19386362.2023.2301141
Joy Ayankop Oke, Hossam Abuel-Naga, E. Leong
{"title":"De-carbonizing in construction using supplementary cementitious materials and accelerated carbonation technique - a review","authors":"Joy Ayankop Oke, Hossam Abuel-Naga, E. Leong","doi":"10.1080/19386362.2023.2301141","DOIUrl":"https://doi.org/10.1080/19386362.2023.2301141","url":null,"abstract":"","PeriodicalId":47238,"journal":{"name":"International Journal of Geotechnical Engineering","volume":"14 1","pages":""},"PeriodicalIF":1.9,"publicationDate":"2024-01-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139444077","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
Assessment of p-y response of a laterally loaded single pile embedded in two-layered cohesionless substrata with inclined interface 横向加载单桩嵌入带倾斜界面的两层无粘聚力基底的 p-Y 响应评估
IF 1.9
International Journal of Geotechnical Engineering Pub Date : 2023-12-30 DOI: 10.1080/19386362.2023.2297497
Debasmita Pal, A. Dey, Kaustubh Dasgupta
{"title":"Assessment of p-y response of a laterally loaded single pile embedded in two-layered cohesionless substrata with inclined interface","authors":"Debasmita Pal, A. Dey, Kaustubh Dasgupta","doi":"10.1080/19386362.2023.2297497","DOIUrl":"https://doi.org/10.1080/19386362.2023.2297497","url":null,"abstract":"","PeriodicalId":47238,"journal":{"name":"International Journal of Geotechnical Engineering","volume":" 2","pages":""},"PeriodicalIF":1.9,"publicationDate":"2023-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139137541","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
Optimization of water repellency in soils for geotechnical applications 优化土工应用中土壤的憎水性
IF 1.9
International Journal of Geotechnical Engineering Pub Date : 2023-12-30 DOI: 10.1080/19386362.2023.2295689
M. Uduebor, J. Daniels, Y. Saulick, W. Naqvi, B. Cetin
{"title":"Optimization of water repellency in soils for geotechnical applications","authors":"M. Uduebor, J. Daniels, Y. Saulick, W. Naqvi, B. Cetin","doi":"10.1080/19386362.2023.2295689","DOIUrl":"https://doi.org/10.1080/19386362.2023.2295689","url":null,"abstract":"","PeriodicalId":47238,"journal":{"name":"International Journal of Geotechnical Engineering","volume":" 3","pages":""},"PeriodicalIF":1.9,"publicationDate":"2023-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139140702","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
SWRC interpretation of iron ore tailings blends focusing on saturation assessment of dry stacking 西南区域研究中心（SWRC）对铁矿尾矿混合物的解释，重点是干堆放的饱和度评估
IF 1.9
International Journal of Geotechnical Engineering Pub Date : 2023-12-28 DOI: 10.1080/19386362.2023.2297493
Felipe Moschem de Nadai, Fernando A. M. Marinho, Joao Paulo Silva
{"title":"SWRC interpretation of iron ore tailings blends focusing on saturation assessment of dry stacking","authors":"Felipe Moschem de Nadai, Fernando A. M. Marinho, Joao Paulo Silva","doi":"10.1080/19386362.2023.2297493","DOIUrl":"https://doi.org/10.1080/19386362.2023.2297493","url":null,"abstract":"","PeriodicalId":47238,"journal":{"name":"International Journal of Geotechnical Engineering","volume":"19 15","pages":""},"PeriodicalIF":1.9,"publicationDate":"2023-12-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139148346","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
Influence of residual stress and soil dilatancy on the load capacity of jacked pile 残余应力和土壤膨胀性对千斤顶桩承载力的影响
IF 1.9
International Journal of Geotechnical Engineering Pub Date : 2023-12-27 DOI: 10.1080/19386362.2023.2297500
Siddharth Pathak, Mousumi Mukherjee
{"title":"Influence of residual stress and soil dilatancy on the load capacity of jacked pile","authors":"Siddharth Pathak, Mousumi Mukherjee","doi":"10.1080/19386362.2023.2297500","DOIUrl":"https://doi.org/10.1080/19386362.2023.2297500","url":null,"abstract":"","PeriodicalId":47238,"journal":{"name":"International Journal of Geotechnical Engineering","volume":"182 1‐2","pages":""},"PeriodicalIF":1.9,"publicationDate":"2023-12-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139152916","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 clay improvement using eggshell powder as a sustainable material 使用蛋壳粉作为可持续材料进行软粘土改良
IF 1.9
International Journal of Geotechnical Engineering Pub Date : 2023-12-25 DOI: 10.1080/19386362.2023.2295684
Mohamed A. Sakr, Ashraf K. Nazir, Wasiem R. Azzam, Nehal O. Ali
{"title":"Soft clay improvement using eggshell powder as a sustainable material","authors":"Mohamed A. Sakr, Ashraf K. Nazir, Wasiem R. Azzam, Nehal O. Ali","doi":"10.1080/19386362.2023.2295684","DOIUrl":"https://doi.org/10.1080/19386362.2023.2295684","url":null,"abstract":"","PeriodicalId":47238,"journal":{"name":"International Journal of Geotechnical Engineering","volume":"20 9","pages":""},"PeriodicalIF":1.9,"publicationDate":"2023-12-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139158062","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 analysis of load-transfer mechanism of stiffened deep cement mixing pile foundation 加劲深层水泥搅拌桩地基荷载传递机理的数值分析
IF 1.9
International Journal of Geotechnical Engineering Pub Date : 2023-11-22 DOI: 10.1080/19386362.2023.2285650
Zi-Hang Dai, Zhuo Liu, Hao Zhang, Zhi-zhong Qin
{"title":"Numerical analysis of load-transfer mechanism of stiffened deep cement mixing pile foundation","authors":"Zi-Hang Dai, Zhuo Liu, Hao Zhang, Zhi-zhong Qin","doi":"10.1080/19386362.2023.2285650","DOIUrl":"https://doi.org/10.1080/19386362.2023.2285650","url":null,"abstract":"","PeriodicalId":47238,"journal":{"name":"International Journal of Geotechnical Engineering","volume":"196 ","pages":""},"PeriodicalIF":1.9,"publicationDate":"2023-11-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139249757","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
Application of FEM tools in efficient field implementation of dynamic replacement of soft soils 有限元工具在软土动态置换有效现场实施中的应用
International Journal of Geotechnical Engineering Pub Date : 2023-10-09 DOI: 10.1080/19386362.2023.2264052
W. Elsiwi, M. Gunaratne, G. Mullins
{"title":"Application of FEM tools in efficient field implementation of dynamic replacement of soft soils","authors":"W. Elsiwi, M. Gunaratne, G. Mullins","doi":"10.1080/19386362.2023.2264052","DOIUrl":"https://doi.org/10.1080/19386362.2023.2264052","url":null,"abstract":"ABSTRACTA dynamic finite element methodology (FEM) was developed to simulate an entire dynamic replacement (DR) program of clay with sand involving multiple poundings. The main objective of this research was to employ FEM and geotechnical test data such as cone penetration test (CPT) data at the site to predict the maximum achievable sand column (SC) depth and the corresponding optimum levels of attributing parameters such as number and height of pounder drops. Another goal was to predict the pore pressure generated in clay due to pounding. A full-scale ground improvement project was used to guide the analytical process. Comparison of FEM predictions and field measurements showed the potential of using FEM to achieve the above objectives in advance of the field work. Finally, a step – by-step procedure for using a FEM procedure to predict the optimum field setup and hence improve the efficacy of DR field implementation is illustrated.KEYWORDS: Dynamic replacementFEMsand columnground improvement Disclosure statementNo potential conflict of interest was reported by the author(s).","PeriodicalId":47238,"journal":{"name":"International Journal of Geotechnical Engineering","volume":"4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135094399","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
Bearing capacity, elastic modulus, and modulus of subgrade reaction of soft soil improved by floating stone compaction pile group 浮石压实桩群提高软土承载力、弹性模量及路基反力模量
International Journal of Geotechnical Engineering Pub Date : 2023-10-05 DOI: 10.1080/19386362.2023.2264056
Hari Gopinadhanpillai, Balu Elias George
{"title":"Bearing capacity, elastic modulus, and modulus of subgrade reaction of soft soil improved by floating stone compaction pile group","authors":"Hari Gopinadhanpillai, Balu Elias George","doi":"10.1080/19386362.2023.2264056","DOIUrl":"https://doi.org/10.1080/19386362.2023.2264056","url":null,"abstract":"ABSTRACTObservations of Plate Load Tests conducted on 12 locations in the coastal belt of central Kerala, India, to investigate the performance of soft soil improved by Floating Stone Compaction Pile (FSCP) groups are presented in this paper. The soil in the sites chosen was predominantly cohesive with low shear strength. FSCPs 100mm in diameter spaced at 300mm center-to-center, and constructed using 6 mm broken stones were installed to a depth of 5.0 m. The improvement in bearing capacity, Elastic Modulus, and Modulus of Subgrade reaction of the soil were evaluated after 6 months. From the results, it was seen that an average increase of 85% in modulus of subgrade reaction, 52% for bearing capacity, and 90% for elastic modulus was gained due to the installation of FSCPs. The additional cost involved for the installation of FSCPs is only around 2% of the total cost for the construction of the structure, proving the method to be a cost-effective option.KEYWORDS: Ground improvementFloating Stone Compaction Pile (FSCP)plate load testcohesive soil AcknowledgmentsThe support by funding from Cochin Geotechnical Laboratory, India, National Institute of Technology, Calicut Kerala, and the facilities provided at the construction sites are acknowledgedDisclosure statementNo potential conflict of interest was reported by the author(s).Data availability statementSome or all data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.","PeriodicalId":47238,"journal":{"name":"International Journal of Geotechnical Engineering","volume":"56 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135482681","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
AI grey box model for alum sludge as a soil stabilizer: an accurate predictive tool 明矾污泥作为土壤稳定剂的AI灰盒模型:一种准确的预测工具
International Journal of Geotechnical Engineering Pub Date : 2023-09-18 DOI: 10.1080/19386362.2023.2258749
Abolfazl Baghbani, Minh Duc Nguyen, Bidur Kafle, Hasan Baghbani, Roohollah Shirani Faradonbeh
{"title":"AI grey box model for alum sludge as a soil stabilizer: an accurate predictive tool","authors":"Abolfazl Baghbani, Minh Duc Nguyen, Bidur Kafle, Hasan Baghbani, Roohollah Shirani Faradonbeh","doi":"10.1080/19386362.2023.2258749","DOIUrl":"https://doi.org/10.1080/19386362.2023.2258749","url":null,"abstract":"ABSTRACTBy using a grey box AI model, a comprehensive study is presented on the behaviour prediction of alum sludge as a soil stabilizer. To creat models for predicting the California bearing rtio (CBR) of alum sludge as a soil stabilizer, the study employs statistical models, including multiple linear regression (MLR) and Partial least squares (PLS), and advanced artificial intelligence, including classificatoin and regression random forests (CRRF) and classification and regression trees (CART). Results show that CRRF and CART models accurately predict CBR values better than MLR and PLS models. For predicting the behaviour of alum sludge in soil stablization, the compaction number of hammer and sludge content were the most significant parameters. Gs and optimum moisture content of soil were the least important parameters. Study results provide valuable insights into alum sludge’s behaviour as a soil stablizer, which could reduce waste and promote sustainable practice.KEYWORDS: Sustainabilityrecyclingwater treatment sludgealum sludgeAIsoil stabiliser Disclosure statementNo potential conflict of interest was reported by the author(s).","PeriodicalId":47238,"journal":{"name":"International Journal of Geotechnical Engineering","volume":"171 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135154254","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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