Pub Date : 2024-01-10DOI: 10.1007/s40891-023-00513-3
R. Ingale, Suhail Salroo, B. K. Pandey
{"title":"Discontinuities-Driven Slope Stability Assessment and Mineralogical Studies Along Mughal Road, Jammu and Kashmir, India","authors":"R. Ingale, Suhail Salroo, B. K. Pandey","doi":"10.1007/s40891-023-00513-3","DOIUrl":"https://doi.org/10.1007/s40891-023-00513-3","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"13 11","pages":""},"PeriodicalIF":2.9,"publicationDate":"2024-01-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139439734","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 : 2023-12-15DOI: 10.1007/s40891-023-00509-z
Xi-yin Liu, Y. Zhuang
{"title":"Removal of Chromium from Contaminated Soil by Electrokinetic Remediation Combined with Adsorption by Anion Exchange Resin and Polarity Reversal","authors":"Xi-yin Liu, Y. Zhuang","doi":"10.1007/s40891-023-00509-z","DOIUrl":"https://doi.org/10.1007/s40891-023-00509-z","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"12 36","pages":""},"PeriodicalIF":2.9,"publicationDate":"2023-12-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138970742","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 : 2023-12-11DOI: 10.1007/s40891-023-00510-6
Aditya Kumar Singh, Margi M. Dave, Ruchita Salvi, A. Juneja
{"title":"An Experimental Investigation into the Use of Three-Stepped Gabion Walls for Coastal Protection Works Using Acoustic Doppler Velocimeter","authors":"Aditya Kumar Singh, Margi M. Dave, Ruchita Salvi, A. Juneja","doi":"10.1007/s40891-023-00510-6","DOIUrl":"https://doi.org/10.1007/s40891-023-00510-6","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"8 25","pages":""},"PeriodicalIF":2.9,"publicationDate":"2023-12-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"138584699","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 : 2023-11-24DOI: 10.1007/s40891-023-00511-5
I. Markou, C. Vieira
{"title":"Guest Editorial for the Special Issue on “Soil–Geosynthetic Interaction”","authors":"I. Markou, C. Vieira","doi":"10.1007/s40891-023-00511-5","DOIUrl":"https://doi.org/10.1007/s40891-023-00511-5","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"20 5","pages":"1-3"},"PeriodicalIF":2.9,"publicationDate":"2023-11-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139239800","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 : 2023-11-22DOI: 10.1007/s40891-023-00507-1
J. Carneiro, Marisa Gomes, C. Vieira
{"title":"Inclined Plane Shear Behaviour of a Recycled Construction and Demolition Material–Geocomposite Interface","authors":"J. Carneiro, Marisa Gomes, C. Vieira","doi":"10.1007/s40891-023-00507-1","DOIUrl":"https://doi.org/10.1007/s40891-023-00507-1","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"108 1","pages":"1-16"},"PeriodicalIF":2.9,"publicationDate":"2023-11-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139248623","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 : 2023-11-18DOI: 10.1007/s40891-023-00504-4
Elard R. Quispe-Astete, Waldo J. Huallanca, Denys A. Parra
{"title":"Shear Strength Evaluation of Soil–Geosynthetic and Geosynthetic–Geosynthetic Interfaces of Closure Cover Systems","authors":"Elard R. Quispe-Astete, Waldo J. Huallanca, Denys A. Parra","doi":"10.1007/s40891-023-00504-4","DOIUrl":"https://doi.org/10.1007/s40891-023-00504-4","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"28 2","pages":"1-14"},"PeriodicalIF":2.9,"publicationDate":"2023-11-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139260986","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 : 2023-11-16DOI: 10.1007/s40891-023-00505-3
Ahmad Feilinejad, A. Lashkari
{"title":"Effect of Crude Oil Contamination on the Behavior of Soil–Geosynthetic Interfaces","authors":"Ahmad Feilinejad, A. Lashkari","doi":"10.1007/s40891-023-00505-3","DOIUrl":"https://doi.org/10.1007/s40891-023-00505-3","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"440 4","pages":"1-20"},"PeriodicalIF":2.9,"publicationDate":"2023-11-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139268570","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 : 2023-11-15DOI: 10.1007/s40891-023-00501-7
A. S. Reddy, Mahesh Mungule, T. Dave, Kannan K. R. Iyer
{"title":"Evaluation of Interface Behaviour and Load-Settlement Characteristics of Geosynthetics-Reinforced Landfill Mined Soil like Fraction for Fill Applications","authors":"A. S. Reddy, Mahesh Mungule, T. Dave, Kannan K. R. Iyer","doi":"10.1007/s40891-023-00501-7","DOIUrl":"https://doi.org/10.1007/s40891-023-00501-7","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"27 4","pages":"1-22"},"PeriodicalIF":2.9,"publicationDate":"2023-11-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139270979","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 : 2023-11-15DOI: 10.1007/s40891-023-00506-2
A. Eissa, M. Alfaro, J. R. Bartz, M. T. Bassuoni, S. Bhat
{"title":"Soil-Reinforcement Interaction of a Geogrid–Geotextile Composite","authors":"A. Eissa, M. Alfaro, J. R. Bartz, M. T. Bassuoni, S. Bhat","doi":"10.1007/s40891-023-00506-2","DOIUrl":"https://doi.org/10.1007/s40891-023-00506-2","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"6 1","pages":"1-12"},"PeriodicalIF":2.9,"publicationDate":"2023-11-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139271321","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 : 2023-11-14DOI: 10.1007/s40891-023-00502-6
Rafael Anjos, David Miranda Carlos, Sónia Gouveia, Margarida Pinho-Lopes, William Powrie
Abstract Geosynthetics are extensible reinforcements used to enhance the engineering performance of a soil. The transfer of stresses from the soil to the reinforcement is achieved through soil–geosynthetic interaction. The proposals from the literature to assess the shear strength of the reinforced soil under triaxial conditions use three different approaches. These involve analysing the reinforced soil: (i) as a homogeneous composite material (Approach A), (ii) as two different materials (Approach B), or (iii) as soil having the same fundamental shear strength, with the effect of the reinforcement represented as an additional lateral or confining stress (Approach C). In this paper, triaxial tests data of a soil reinforced with a geosynthetic, and specimens with different dimensions (diameters 70 and 150 mm) were used to assess changes in shear strength and to carry out a statistical analysis. The increases in shear strength of the reinforced soil and of the soil–geosynthetic interface were analysed using equations from the literature. The difference between the triaxial results obtained from specimens of different sizes was assessed using an Analysis of Covariance (ANCOVA). When the joint term of the regression model was not statistically significant, the characterisation from different specimen sizes was used to generate soil failure envelopes. Thus, a new methodology to obtain a failure envelope with different specimen sizes is presented.
{"title":"Soil–Geosynthetic Interaction Under Triaxial Conditions: Shear Strength Increase and Influence of the Specimen Dimensions","authors":"Rafael Anjos, David Miranda Carlos, Sónia Gouveia, Margarida Pinho-Lopes, William Powrie","doi":"10.1007/s40891-023-00502-6","DOIUrl":"https://doi.org/10.1007/s40891-023-00502-6","url":null,"abstract":"Abstract Geosynthetics are extensible reinforcements used to enhance the engineering performance of a soil. The transfer of stresses from the soil to the reinforcement is achieved through soil–geosynthetic interaction. The proposals from the literature to assess the shear strength of the reinforced soil under triaxial conditions use three different approaches. These involve analysing the reinforced soil: (i) as a homogeneous composite material (Approach A), (ii) as two different materials (Approach B), or (iii) as soil having the same fundamental shear strength, with the effect of the reinforcement represented as an additional lateral or confining stress (Approach C). In this paper, triaxial tests data of a soil reinforced with a geosynthetic, and specimens with different dimensions (diameters 70 and 150 mm) were used to assess changes in shear strength and to carry out a statistical analysis. The increases in shear strength of the reinforced soil and of the soil–geosynthetic interface were analysed using equations from the literature. The difference between the triaxial results obtained from specimens of different sizes was assessed using an Analysis of Covariance (ANCOVA). When the joint term of the regression model was not statistically significant, the characterisation from different specimen sizes was used to generate soil failure envelopes. Thus, a new methodology to obtain a failure envelope with different specimen sizes is presented.","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":"35 22","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-11-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134953941","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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