Pub Date : 2023-10-26DOI: 10.1007/s40891-023-00494-3
Mert Tos, Nesil Ozbakan, Burak Evirgen
{"title":"A Sanding Technique to Improve the Pullout Behavior of Geogrids","authors":"Mert Tos, Nesil Ozbakan, Burak Evirgen","doi":"10.1007/s40891-023-00494-3","DOIUrl":"https://doi.org/10.1007/s40891-023-00494-3","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"8 6","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136376124","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 : 2023-10-24DOI: 10.1007/s40891-023-00490-7
Watthana Makararotrit, Sompote Youwai
{"title":"Cement Admixed Clay Columns as a Solution for River Wall Stability Problems: A Case Study of Pasak River","authors":"Watthana Makararotrit, Sompote Youwai","doi":"10.1007/s40891-023-00490-7","DOIUrl":"https://doi.org/10.1007/s40891-023-00490-7","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"14 10","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135266263","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 : 2023-10-24DOI: 10.1007/s40891-023-00489-0
Ganesh Kumar Shanmugam, M. D. Godson, R. V. Yogesh, S. K. Jeeva, P. Madhiyarasu
{"title":"Experimental Observations on In-Situ Ground Response During Sequential Installation of Stone Column Improvement in the Saturated Ground","authors":"Ganesh Kumar Shanmugam, M. D. Godson, R. V. Yogesh, S. K. Jeeva, P. Madhiyarasu","doi":"10.1007/s40891-023-00489-0","DOIUrl":"https://doi.org/10.1007/s40891-023-00489-0","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"14 7-8","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135267287","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 : 2023-10-24DOI: 10.1007/s40891-023-00488-1
Domenico Gioffrè, Maria Clorinda Mandaglio, Mariantonietta Ciurleo, Nicola Moraci
Abstract A relevant issue in the development of disaster risk reduction strategies is played by design of mitigation measures aimed at reducing risk to acceptable values. For rapid landslides, such as debris flows, sheltering structures are very common mitigation measures realized in exposed areas that allow to protect elements at risk and to stop flowing mass. For the design of these works, the debris flow–structure interaction mechanism is very important. The paper focuses on the evaluation of debris flow–structure interaction mechanism in earth reinforced embankments based on an uncoupled analysis of the interaction in two flow cases (dominant static and dynamic). In particular, a novel approach to evaluate the horizontal stress distribution at different time of the impact phenomenon along the upstream face height of deformable sheltering structures considering the dominant flow component has been proposed. First, impact force over the time against structure is calculated. Subsequently, assuming that debris flow is completely stopped by embankment according to a scheme of accumulation of material behind the obstacle, the deformative response of different geometrical types of embankment is obtained by FEM numerical analysis for considered flow cases. The results of numerical analyses are discussed in terms of horizontal displacements in different control points in sheltering structures. The analysis showed that the deformative response of two geometries of embankments depends on dominant static or dynamic components of impact force.
{"title":"Deformative Response of Sheltering Structures Under the Debris Flow Impact","authors":"Domenico Gioffrè, Maria Clorinda Mandaglio, Mariantonietta Ciurleo, Nicola Moraci","doi":"10.1007/s40891-023-00488-1","DOIUrl":"https://doi.org/10.1007/s40891-023-00488-1","url":null,"abstract":"Abstract A relevant issue in the development of disaster risk reduction strategies is played by design of mitigation measures aimed at reducing risk to acceptable values. For rapid landslides, such as debris flows, sheltering structures are very common mitigation measures realized in exposed areas that allow to protect elements at risk and to stop flowing mass. For the design of these works, the debris flow–structure interaction mechanism is very important. The paper focuses on the evaluation of debris flow–structure interaction mechanism in earth reinforced embankments based on an uncoupled analysis of the interaction in two flow cases (dominant static and dynamic). In particular, a novel approach to evaluate the horizontal stress distribution at different time of the impact phenomenon along the upstream face height of deformable sheltering structures considering the dominant flow component has been proposed. First, impact force over the time against structure is calculated. Subsequently, assuming that debris flow is completely stopped by embankment according to a scheme of accumulation of material behind the obstacle, the deformative response of different geometrical types of embankment is obtained by FEM numerical analysis for considered flow cases. The results of numerical analyses are discussed in terms of horizontal displacements in different control points in sheltering structures. The analysis showed that the deformative response of two geometries of embankments depends on dominant static or dynamic components of impact force.","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"5 3","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-10-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135273393","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 : 2023-09-27DOI: 10.1007/s40891-023-00486-3
Romaric Léo Esteban Desbrousses, Mohamed A. Meguid, Sam Bhat
{"title":"Experimental Investigation of the Effects of Subgrade Strength and Geogrid Location on the Cyclic Response of Geogrid-Reinforced Ballast","authors":"Romaric Léo Esteban Desbrousses, Mohamed A. Meguid, Sam Bhat","doi":"10.1007/s40891-023-00486-3","DOIUrl":"https://doi.org/10.1007/s40891-023-00486-3","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135536368","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 : 2023-09-27DOI: 10.1007/s40891-023-00485-4
Gholamhosein Tavakoli Mehrjardi, Mahdi Kargar
{"title":"Experimental Investigation on the Applicability of a Novel Tire-Grid Used in Slope Stabilization Under Repeated Loads","authors":"Gholamhosein Tavakoli Mehrjardi, Mahdi Kargar","doi":"10.1007/s40891-023-00485-4","DOIUrl":"https://doi.org/10.1007/s40891-023-00485-4","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"48 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135535524","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 : 2023-09-27DOI: 10.1007/s40891-023-00487-2
Midhula Jayanandan, B. V. S. Viswanadham
{"title":"Evaluation of the Behavior of Geogrid-Reinforced Soil Walls Subjected to Rainfall Through Centrifuge Model Tests","authors":"Midhula Jayanandan, B. V. S. Viswanadham","doi":"10.1007/s40891-023-00487-2","DOIUrl":"https://doi.org/10.1007/s40891-023-00487-2","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"41 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135535998","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 : 2023-09-19DOI: 10.1007/s40891-023-00481-8
Mehrdad Tajabadipour, Morteza khaleghi, Fernando Henrique Martins Portelinha
{"title":"The Use of Scrap Tire Strips to Improve the Pullout Behavior of Geotextiles","authors":"Mehrdad Tajabadipour, Morteza khaleghi, Fernando Henrique Martins Portelinha","doi":"10.1007/s40891-023-00481-8","DOIUrl":"https://doi.org/10.1007/s40891-023-00481-8","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"19 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135014162","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 : 2023-09-16DOI: 10.1007/s40891-023-00484-5
Anoop Bhardwaj, Satyendra Mittal
{"title":"Enhancing Stiffness Behavior of Railway Embankment for High-Speed Tracks with Geogrids","authors":"Anoop Bhardwaj, Satyendra Mittal","doi":"10.1007/s40891-023-00484-5","DOIUrl":"https://doi.org/10.1007/s40891-023-00484-5","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"18 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-09-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135308622","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 : 2023-09-08DOI: 10.1007/s40891-023-00483-6
Yunusa Hamdanu Sani, A. Eisazadeh
{"title":"Influence of Coir Fiber on the Strength and Permeability Characteristics of Bottom Ash- and Lime-Stabilized Laterite Soil","authors":"Yunusa Hamdanu Sani, A. Eisazadeh","doi":"10.1007/s40891-023-00483-6","DOIUrl":"https://doi.org/10.1007/s40891-023-00483-6","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":" ","pages":""},"PeriodicalIF":2.9,"publicationDate":"2023-09-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43627230","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}
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