Stabilization of a Highly Expansive Soil Using Waste-Tire-Derived Aggregates and Lime Treatment
暂无分享,去创建一个
A. Taheri | A. Soltani | B. O’Kelly | A. Deng
[1] A. Soltani,et al. Discussion of “Behaviour of a Foam Mixture as a Lightweight Construction Material” [Int J of Geosynth and Ground Eng (2021) 7(3), 51] , 2022, International Journal of Geosynthetics and Ground Engineering.
[2] Arvin M. Farid,et al. Extraction and Characterization of Microplastics from Organic Solid Matrices and their Remediation , 2022, Environmental Geotechnics.
[3] A. Soltani,et al. Discussion: Effects of Plastic Waste Materials on Geotechnical Properties of Clayey Soil [DOI: 10.1007/s40515-020-00145-4] , 2022, Transportation Infrastructure Geotechnology.
[4] A. Soltani,et al. Discussion: The Impact of Variation of Gypsum and Water Content on the Engineering Properties of Expansive Soil [DOI: 10.1007/s40515-021–00192-5] , 2022, Transportation Infrastructure Geotechnology.
[5] A. Taheri,et al. Predicting the Compactability of Artificially Cemented Fine-Grained Soils Blended with Waste-Tire-Derived Aggregates , 2022, Transportation Infrastructure Geotechnology.
[6] A. Eslami,et al. Failure analysis of clay soil-rubber waste mixture as a sustainable construction material , 2021, Construction and Building Materials.
[7] A. Elhakim,et al. Improvement of expansive soil using granulated scrap tires , 2021, Innovative Infrastructure Solutions.
[8] A. Soltani,et al. Experiments and Dimensional Analysis of Waste Tire-Based Permeable Pavements , 2021, Geosynthetics International.
[9] A. Soltani,et al. Modeling the Compaction Characteristics of Fine-Grained Soils Blended with Tire-Derived Aggregates , 2021, Sustainability.
[10] A. Taheri,et al. Intermittent swelling and shrinkage of a highly expansive soil treated with polyacrylamide , 2021, Journal of Rock Mechanics and Geotechnical Engineering.
[11] Chao‐sheng Tang,et al. Bio‐mediated soil improvement: An introspection into processes, materials, characterization and applications , 2021, Soil Use and Management.
[12] H. Aldeeky,et al. Effect of glass fiber on the properties of expansive soil and its utilization as subgrade reinforcement in pavement applications , 2021 .
[13] Venkata Siva Naga Sai Goli,et al. Microplastics in Soils: An Environmental Geotechnics Perspective , 2021, Environmental Geotechnics.
[14] A. Moghal,et al. Response Surface Method Analysis of Chemically Stabilized Fiber-Reinforced Soil , 2021, Materials.
[15] A. Taheri,et al. Improved Shear Strength Performance of Compacted Rubberized Clays Treated with Sodium Alginate Biopolymer , 2021, Polymers.
[16] A. Taheri,et al. Tyre rubber and expansive soils: two hazards, one solution , 2020 .
[17] A. Busari,et al. Subgrade Stabilization using Rice Husk Ash-based Geopolymer (GRHA) and Cement Kiln Dust (CKD) , 2020, Case Studies in Construction Materials.
[18] A. Eslami,et al. Geotechnical behaviour of clay soil mixed with rubber waste , 2020 .
[19] A. Taheri,et al. Improved Geotechnical Behavior of an Expansive Soil Amended with Tire-Derived Aggregates Having Different Gradations , 2020, Minerals.
[20] Nitin Tiwari,et al. An experimental study on micro-structural and geotechnical characteristics of expansive clay mixed with EPS granules , 2020, Soils and Foundations.
[21] Chao‐sheng Tang,et al. Bio-remediation of desiccation cracking in clayey soils through microbially induced calcite precipitation (MICP) , 2020 .
[22] A. Taheri,et al. Engineering Reactive Clay Systems by Ground Rubber Replacement and Polyacrylamide Treatment , 2019, Polymers.
[23] A. Garg,et al. Geotechnical Properties of Rubber Reinforced Cemented Clayey Soil , 2019, Transportation Infrastructure Geotechnology.
[24] A. Mishra,et al. Evaluation of Hydraulic and Strength Characteristics of Sand-Bentonite Mixtures with Added Tire Fiber for Landfill Application , 2019, Journal of Environmental Engineering.
[25] S. Vanapalli,et al. Swell–Shrink Behavior of Rubberized Expansive Clays During Alternate Wetting and Drying , 2019, Minerals.
[26] E. Rojas. Expansive Soils , 2018, Towards A Unified Soil Mechanics Theory The Use of Effective Stresses in Unsaturated Soils (Revised Edition).
[27] T. Satomi,et al. Improvement of mechanical behavior of cemented soil reinforced with waste cornsilk fibers , 2018, Construction and Building Materials.
[28] Arvind Kumar,et al. Compaction and Strength Behavior of Tire Crumbles–Fly Ash Mixed with Clay , 2018 .
[29] V. Castaño,et al. Expansion reduction of clayey soils through Surcharge application and Lime Treatment , 2017 .
[30] M. S. Baghini,et al. Fundamentals of soil stabilization , 2017, International Journal of Geo-Engineering.
[31] S. K. Tiwari,et al. Effect of waste rubber fibres on the geotechnical properties of clay stabilized with cement , 2017 .
[32] Ehsan Nikooee,et al. Biological Stabilization of a Swelling Fine-Grained Soil: The Role of Microstructural Changes in the Shear Behavior , 2017 .
[33] Hamza Güllü,et al. Response surface methodology for optimization of stabilizer dosage rates of marginal sand stabilized with Sludge Ash and fiber based on UCS performances , 2017 .
[34] Sayyed Mahdi Hejazi,et al. Optimization of carpet waste fibers and steel slag particles to reinforce expansive soil using response surface methodology , 2017 .
[35] Pablo Martínez Fernández,et al. Swelling potential reduction of Spanish argillaceous marlstone Facies Tap soil through the addition of crumb rubber particles from scrap tyres , 2016 .
[36] Alireza Bayat,et al. Performance Evaluation of Highway Embankment Constructed from Tire-Derived Aggregate Using Falling Weight Deflectometer Tests , 2016 .
[37] A. Murali Krishna,et al. Recycled Tire Chips Mixed with Sand as Lightweight Backfill Material in Retaining Wall Applications: An Experimental Investigation , 2015 .
[38] Ali Firat Cabalar,et al. Stabilising a clay using tyre buffings and lime , 2014 .
[39] Amit Kumar Srivastava,et al. Use of shredded tyre waste in improving the geotechnical properties of expansive black cotton soil , 2014 .
[40] Hossein Soltani-Jigheh,et al. Effects of tire chips on shrinkage and cracking characteristics of cohesive soils , 2013 .
[41] E. Kalkan. Preparation of scrap tire rubber fiber–silica fume mixtures for modification of clayey soils , 2013 .
[42] A. R. Estabragh,et al. Stabilised expansive soil behaviour during wetting and drying , 2013 .
[43] Habib Trouzine,et al. Effects of scrap tyre rubber fibre on swelling behaviour of two clayey soils in Algeria , 2012 .
[44] Chee-Ming Chan,et al. Leachability and strength of kaolin stabilized with cement and rubber , 2011 .
[45] C. Kayadelen,et al. Estimating compaction behavior of fine-grained soils based on compaction energy , 2008 .
[46] H. Rahimi,et al. CONTROL OF SWELLING OF SOIL UNDER CANAL LINING BY WETTING AND DRYING CYCLES , 2012 .
[47] O. Gunaydin,et al. Geotechnical properties of tire-cohesive clayey soil mixtures as a fill material , 2006 .
[48] Asuri Sridharan,et al. Compaction Behaviour and Prediction of its Characteristics of Fine Grained Soils with Particular Reference to Compaction Energy , 2004 .
[49] Asuri Sridharan,et al. FREE SWELL RATIO AND CLAY MINERALOGY OF FINE-GRAINED SOILS , 2004 .
[50] A. Al-Tabbaa,et al. An Investigation into the Geotechnical Properties of Soil-Tyre Mixtures , 1997 .
[51] H. B. Seed,et al. Prediction of Swelling Potential for Compacted Clays , 1962 .