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International Journal of Geosynthetics and Ground Engineering最新文献

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Discontinuities-Driven Slope Stability Assessment and Mineralogical Studies Along Mughal Road, Jammu and Kashmir, India 印度查谟和克什米尔莫卧儿路沿线由断裂带驱动的斜坡稳定性评估和矿物学研究
IF 2.9
International Journal of Geosynthetics and Ground Engineering Pub Date : 2024-01-10 DOI: 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}
引用次数: 0
Removal of Chromium from Contaminated Soil by Electrokinetic Remediation Combined with Adsorption by Anion Exchange Resin and Polarity Reversal 通过电动补救结合阴离子交换树脂吸附和极性反转去除受污染土壤中的铬
IF 2.9
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-12-15 DOI: 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}
引用次数: 0
An Experimental Investigation into the Use of Three-Stepped Gabion Walls for Coastal Protection Works Using Acoustic Doppler Velocimeter 利用声学多普勒速度计对使用三层格宾墙进行海岸保护工程的实验研究
IF 2.9
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-12-11 DOI: 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}
引用次数: 0
Guest Editorial for the Special Issue on “Soil–Geosynthetic Interaction” 土壤-土工合成物相互作用 "特刊客座编辑
IF 2.9
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-11-24 DOI: 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}
引用次数: 0
Inclined Plane Shear Behaviour of a Recycled Construction and Demolition Material–Geocomposite Interface 回收建筑和拆除材料--土工复合材料界面的倾斜平面剪切行为
IF 2.9
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-11-22 DOI: 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}
引用次数: 0
Shear Strength Evaluation of Soil–Geosynthetic and Geosynthetic–Geosynthetic Interfaces of Closure Cover Systems 封闭覆盖系统的土壤-土工合成材料和土工合成材料-土工合成材料界面的剪切强度评估
IF 2.9
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-11-18 DOI: 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}
引用次数: 0
Effect of Crude Oil Contamination on the Behavior of Soil–Geosynthetic Interfaces 原油污染对土壤-土工合成界面行为的影响
IF 2.9
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-11-16 DOI: 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}
引用次数: 0
Evaluation of Interface Behaviour and Load-Settlement Characteristics of Geosynthetics-Reinforced Landfill Mined Soil like Fraction for Fill Applications 评估土工合成材料加固填埋场矿土类似填料的界面行为和荷载沉降特性
IF 2.9
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-11-15 DOI: 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}
引用次数: 0
Soil-Reinforcement Interaction of a Geogrid–Geotextile Composite 土工格栅-土工织物复合材料的土-加固相互作用
IF 2.9
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-11-15 DOI: 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}
引用次数: 0
Soil–Geosynthetic Interaction Under Triaxial Conditions: Shear Strength Increase and Influence of the Specimen Dimensions 三轴条件下土-土工合成物相互作用:抗剪强度增加及试件尺寸的影响
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-11-14 DOI: 10.1007/s40891-023-00502-6
Rafael Anjos, David Miranda Carlos, Sónia Gouveia, Margarida Pinho-Lopes, William Powrie
{"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}
引用次数: 0
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