The utilization of waste rubber tire powder to improve the mechanical properties of cement-clay composites

[1]  A. Ekinci,et al.  Strength, Stiffness, and Microstructure of Wood-Ash Stabilized Marine Clay , 2020, Minerals.

[2]  Md Tareq Rahman,et al.  Recycling waste rubber tyres in construction materials and associated environmental considerations: A review , 2020 .

[3]  A. Eisazadeh,et al.  Strength and Durability of Bottom Ash and Lime Stabilized Bangkok Clay , 2020 .

[4]  K. S. Heineck,et al.  Use of Sustainable Binders in Soil Stabilization , 2019, Journal of Materials in Civil Engineering.

[5]  L. Festugato,et al.  Applicability of the Porosity/Binder Index to Nonhomogeneous Mixtures of Fine-Grained Soil with Lignite Fly Ash , 2018, Journal of Materials in Civil Engineering.

[6]  Silpa Kaza,et al.  What a Waste 2.0: A Global Snapshot of Solid Waste Management to 2050 , 2018 .

[7]  M. Salavati‐Niasari,et al.  Self-assembly of hydrogen storage materials based multi-walled carbon nanotubes (MWCNTs) and Dy3Fe5O12 (DFO) nanoparticles , 2018 .

[8]  M. Salavati‐Niasari,et al.  Comparison of electrochemical hydrogen storage and Coulombic efficiency of ZnAl2O4 and ZnAl2O4-impregnated TiO2 synthesized using green method , 2018 .

[9]  M. E. Naggar,et al.  Effect of cyclic loading on the compressive strength of soil stabilized with bassanite–tire mixture , 2018 .

[10]  M. Salavati‐Niasari,et al.  CeO2/ZnO Ceramic Nanocomposites, Synthesized via Microwave Method and Used for Decolorization of Dye , 2018 .

[11]  Wei Wang,et al.  Effectiveness study for fly ash cement improved marine clay , 2017 .

[12]  Sérgio Filipe Veloso Marques,et al.  Broad-Spectrum Empirical Correlation Determining Tensile and Compressive Strength of Cement-Bonded Clean Granular Soils , 2017 .

[13]  N. Consoli,et al.  Influence of Molding Moisture Content and Porosity/Cement Index on Stiffness, Strength, and Failure Envelopes of Artificially Cemented Fine-Grained Soils , 2017 .

[14]  N. Consoli,et al.  Theoretical Derivation of Artificially Cemented Granular Soil Strength , 2017 .

[15]  M. Salavati‐Niasari,et al.  Rapid and eco-friendly synthesis of NiO/ZnO nanocomposite and its application in decolorization of dye , 2017, Journal of Materials Science: Materials in Electronics.

[16]  Iman Hosseinpour,et al.  Strength and Compressibility Characteristics of a Soft Clay Subjected to Ground Treatment , 2017, Geotechnical and Geological Engineering.

[17]  M. Salavati‐Niasari,et al.  Dy2O3/CuO nanocomposites: microwave assisted synthesis and investigated photocatalytic properties , 2017, Journal of Materials Science: Materials in Electronics.

[18]  J. Yadav,et al.  A study on the potential utilization of crumb rubber in cement treated soft clay , 2017 .

[19]  Sérgio Filipe Veloso Marques,et al.  A unique relationship determining strength of silty/clayey soils – Portland cement mixes , 2016 .

[20]  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 .

[21]  Arvind Kumar,et al.  Behavior of cement-stabilized fiber-reinforced pond ash, rice husk ash–soil mixtures , 2016 .

[22]  Ilhan Chang,et al.  Introduction of Microbial Biopolymers in Soil Treatment for Future Environmentally-Friendly and Sustainable Geotechnical Engineering , 2016 .

[23]  M. E. Naggar,et al.  Swelling and geo-environmental properties of bentonite treated with recycled bassanite , 2016 .

[24]  Elena Cristina Rada,et al.  Treatment and disposal of tyres: Two EU approaches. A review. , 2015, Waste management.

[25]  Ali Firat Cabalar,et al.  Stabilising a clay using tyre buffings and lime , 2014 .

[26]  M. Salavati‐Niasari,et al.  Sonochemical synthesis of La(OH)3 nanoparticle and its influence on the flame retardancy of cellulose acetate nanocomposite , 2014 .

[27]  Nilo Cesar Consoli,et al.  Variables controlling strength of fibre-reinforced cemented soils , 2013 .

[28]  E. Kalkan Preparation of scrap tire rubber fiber–silica fume mixtures for modification of clayey soils , 2013 .

[29]  Zbigniew Młynarek,et al.  Geotechnical Parameters of Alluvial Soils from in-situ Tests , 2012 .

[30]  Aly Ahmed Simplified Regression Model to Predict the Strength of Reinforced Sand with Waste Polystyrene Plastic Type , 2012, Geotechnical and Geological Engineering.

[31]  Mohsen Rezaei,et al.  Geotechnical Properties of Problematic Soils Emphasis on Collapsible Cases , 2012 .

[32]  N. Consoli,et al.  Parameters controlling stiffness and strength of artificially cemented soils , 2012 .

[33]  R. Ulusay,et al.  Evaluation of damage to light structures erected on a fill material rich in expansive soil , 2012, Bulletin of Engineering Geology and the Environment.

[34]  N. Consoli,et al.  Water content, porosity and cement content as parameters controlling strength of artificially cemented silty soil , 2011 .

[35]  Yun-Tae Kim,et al.  Engineering Characteristics of Rubber-Added Lightweight Soil as a Flowable Backfill Material , 2011 .

[36]  A. Seco,et al.  Stabilization of expansive soils for use in construction , 2011 .

[37]  M. Shahin,et al.  Utilization of Shredded Rubber Tires for Cement-Stabilized Soft Clays , 2010 .

[38]  I. Bakar,et al.  One Dimensional Compressibility Characteristics of Clay Stabilised with Cement-Rubber Chips , 2010 .

[39]  Y. Cui,et al.  Analysis of the railway heave induced by soil swelling at a site in southern France , 2009, 0905.0816.

[40]  I. Yilmaz,et al.  Gypsum: An additive for stabilization of swelling clay soils , 2009 .

[41]  S. Akbulut,et al.  Modification of clayey soils using scrap tire rubber and synthetic fibers , 2007 .

[42]  Runqiu Huang,et al.  Stability Analysis of Unsaturated Expansive Soil Slope , 2007 .

[43]  K. S. Heineck,et al.  Key Parameters for Strength Control of Artificially Cemented Soils , 2007 .

[44]  Tom Scullion,et al.  Precracking of Soil-Cement Bases to Reduce Reflection Cracking: Field Investigation , 2002 .

[45]  M. R. Cooper,et al.  Stone column support for an embankment on deep alluvial soils , 1999 .

[46]  Abir Al-Tabbaa,et al.  Natural clay-shredded tire mixtures as landfill barrier materials , 1998 .

[47]  A. Indraratna,et al.  Effect of fly ash with lime and cement on the behavior of a soft clay , 1995, Quarterly Journal of Engineering Geology.

[48]  E. Selig,et al.  Preparing Test Specimens Using Undercompaction , 1978 .

[49]  W A Lewis,et al.  BRITISH PRACTICE IN THE DESIGN AND SPECIFICATION OF CEMENT- STABILIZED BASES AND SUBBASES FOR ROADS , 1963 .