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International Journal of Geosynthetics and Ground Engineering最新文献

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Evaluation and Mitigation of Ground Loss and Shear Failure in Silty Sand Due to Static Liquefaction Potential with Geotextile Filtration 土工布过滤对粉砂土静态液化势引起的地面损失和剪切破坏的评价与缓解
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-11-03 DOI: 10.1007/s40891-023-00496-1
Thitinan Indhanu, Watchara Srisakul, Thanakorn Chompoorat, Tanan Chub-uppakarn
{"title":"Evaluation and Mitigation of Ground Loss and Shear Failure in Silty Sand Due to Static Liquefaction Potential with Geotextile Filtration","authors":"Thitinan Indhanu, Watchara Srisakul, Thanakorn Chompoorat, Tanan Chub-uppakarn","doi":"10.1007/s40891-023-00496-1","DOIUrl":"https://doi.org/10.1007/s40891-023-00496-1","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-11-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135819179","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 Behavior of Soft Clay Reinforced with Ordinary and Geotextile-Encased Granular Columns 普通和包覆土工布颗粒柱加筋软粘土抗剪强度特性
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-11-01 DOI: 10.1007/s40891-023-00492-5
Maede Mohamadi Merse, Iman Hosseinpour, Meghdad Payan, Reza Jamshidi Chenari, Sunil Ranjan Mohapatra
{"title":"Shear Strength Behavior of Soft Clay Reinforced with Ordinary and Geotextile-Encased Granular Columns","authors":"Maede Mohamadi Merse, Iman Hosseinpour, Meghdad Payan, Reza Jamshidi Chenari, Sunil Ranjan Mohapatra","doi":"10.1007/s40891-023-00492-5","DOIUrl":"https://doi.org/10.1007/s40891-023-00492-5","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135221608","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: 1
Effect of Geosynthetics on Swell Reduction During an Extreme Rainfall Event 极端降雨事件中土工合成材料对减少膨胀的影响
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-10-31 DOI: 10.1007/s40891-023-00500-8
Mohit Saily, Ivan Gratchev
{"title":"Effect of Geosynthetics on Swell Reduction During an Extreme Rainfall Event","authors":"Mohit Saily, Ivan Gratchev","doi":"10.1007/s40891-023-00500-8","DOIUrl":"https://doi.org/10.1007/s40891-023-00500-8","url":null,"abstract":"Abstract Expansive (reactive) soils can swell during rainfall causing damage to engineering structures. This paper seeks to investigate the effect of geosynthetic material on the swell reduction of such soils. A series of large-scale long-term soil column experiments were conducted on a very high plasticity reactive soil under simulated rainfall conditions. Non-woven geosynthetics combined with geogrid and woven geosynthetics were used as primary geosynthetic material to provide reinforcement and drainage for the soil mass. The obtained results revealed that these geosynthetics did not improve the California Bearing Ratio values of the soil. However, when placed in the soil mass, the geosynthetic materials greatly reduced the total swell of the soil. Visual observations and the experimental data on water content, suction, and vertical displacements indicated that the geosynthetics provided better drainage of the soil mass. This limited the time of water–soil interaction, thus reducing the total swell of the soil.","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135869904","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
Interaction Between Biaxial Geogrid and Solid Waste Materials: Laboratory Study and Artificial Neural Network Model Development 双轴土工格栅与固体废弃物相互作用:实验室研究与人工神经网络模型开发
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-10-31 DOI: 10.1007/s40891-023-00498-z
Sanjana Sarkar, Surya Prakash, Amarnath Hegde
{"title":"Interaction Between Biaxial Geogrid and Solid Waste Materials: Laboratory Study and Artificial Neural Network Model Development","authors":"Sanjana Sarkar, Surya Prakash, Amarnath Hegde","doi":"10.1007/s40891-023-00498-z","DOIUrl":"https://doi.org/10.1007/s40891-023-00498-z","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135863010","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
State Parameter Based Liquefaction Probability Evaluation 基于状态参数的液化概率评估
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-10-30 DOI: 10.1007/s40891-023-00495-2
Kishan Kumar, Pijush Samui, S. S. Choudhary
{"title":"State Parameter Based Liquefaction Probability Evaluation","authors":"Kishan Kumar, Pijush Samui, S. S. Choudhary","doi":"10.1007/s40891-023-00495-2","DOIUrl":"https://doi.org/10.1007/s40891-023-00495-2","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-10-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136104870","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
Geomechanical Properties of Clay Stabilised with Fly Ash-Based Geopolymer Subjected to Long-Term Sulfate Attack 硫酸盐长期侵蚀下粉煤灰基地聚合物稳定粘土的地质力学特性
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-10-30 DOI: 10.1007/s40891-023-00493-4
Hayder H. Abdullah, Mohamed A. Shahin
{"title":"Geomechanical Properties of Clay Stabilised with Fly Ash-Based Geopolymer Subjected to Long-Term Sulfate Attack","authors":"Hayder H. Abdullah, Mohamed A. Shahin","doi":"10.1007/s40891-023-00493-4","DOIUrl":"https://doi.org/10.1007/s40891-023-00493-4","url":null,"abstract":"Abstract Fly ash-based geopolymers have emerged as an eco-friendly alternative binder compared to conventional Portland cement for soil stabilisation. However, the gap in the current literature is the lack of a comprehensive study regarding the geomechanical behaviour of fly ash geopolymer-treated clay subjected to long-term sulfate attack, particularly in terms of potential ettringite formation and the corresponding impact on cementitious soil structure. The goal of this paper is to address this knowledge gap and provide a comprehensive study to fulfil it. In this work, sulfate attack was simulated by submerging geopolymer-treated clay specimens in two distinct sulfate-based solutions (i.e., sodium and magnesium), for one year. Subsequently, comparative analyses of the geomechanical and microstructural changes in geopolymer-treated clay under various curing conditions were conducted through unconfined compressive strength, direct shear, volume change and microscopic tests. The findings indicate that the addition of geopolymer for the stabilisation of clay soil significantly improves soil strength without affecting the soil volumetric response. Although the clay used exhibited similar qualitative stress–strain behaviour across all simulated attacks, notable quantitative differences emerged in the peak strength, stiffness and shear strength parameters. Such discrepancies can primarily be attributed to the varying buffering capacities (i.e., pH changes associated with acidification) of the sulfate solutions and the subsequent residual pH, cementitious product formation and strength enhancement within the treated clay.","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-10-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136102981","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 Suction on the Interface Characteristics of Unsaturated Marginal Lateritic Soil Backfills with Composite Geosynthetics 吸力对非饱和边缘红土填土复合土工材料界面特性的影响
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-10-28 DOI: 10.1007/s40891-023-00491-6
K. A. Dhanya, T. S. D. Venkatesh, P. V. Divya
{"title":"Influence of Suction on the Interface Characteristics of Unsaturated Marginal Lateritic Soil Backfills with Composite Geosynthetics","authors":"K. A. Dhanya, T. S. D. Venkatesh, P. V. Divya","doi":"10.1007/s40891-023-00491-6","DOIUrl":"https://doi.org/10.1007/s40891-023-00491-6","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-10-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136233576","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
Laboratory and Field Evaluations of Geocell Reinforced Bases for Locally Available Material in the Himalayan Region 喜马拉雅地区当地可用材料土工格室加固基地的实验室和实地评价
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-10-28 DOI: 10.1007/s40891-023-00497-0
Bharath Gottumukkala, Bharatram Mehar, Divakar Minchala, Subramanya Prasad Pulikanti, Kranthi Kumar Kuna
{"title":"Laboratory and Field Evaluations of Geocell Reinforced Bases for Locally Available Material in the Himalayan Region","authors":"Bharath Gottumukkala, Bharatram Mehar, Divakar Minchala, Subramanya Prasad Pulikanti, Kranthi Kumar Kuna","doi":"10.1007/s40891-023-00497-0","DOIUrl":"https://doi.org/10.1007/s40891-023-00497-0","url":null,"abstract":"","PeriodicalId":51804,"journal":{"name":"International Journal of Geosynthetics and Ground Engineering","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2023-10-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"136159316","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
A Sanding Technique to Improve the Pullout Behavior of Geogrids 一种改善土工格栅拉拔性能的磨砂技术
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-10-26 DOI: 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":null,"pages":null},"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}
引用次数: 0
Cement Admixed Clay Columns as a Solution for River Wall Stability Problems: A Case Study of Pasak River 水泥掺混粘土柱解决河流墙体稳定性问题——以帕萨克河为例
International Journal of Geosynthetics and Ground Engineering Pub Date : 2023-10-24 DOI: 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":null,"pages":null},"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}
引用次数: 0
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