Stabilization of a Highly Expansive Soil Using Waste-Tire-Derived Aggregates and Lime Treatment

[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 .