Role of Nano- and Crystalline Silica to Accelerate Chemical Treatment of Problematic Soil

[1]  A. Puppala,et al.  Utilization of Silica-Based Admixture to Improve the Durability of Lime-Treated Expansive Soil , 2021 .

[2]  M. Radovic,et al.  Eco-Friendly Stabilization of Sulfate-Rich Expansive Soils Using Geopolymers for Transportation Infrastructure , 2020, Tran-SET 2021.

[3]  A. Banerjee,et al.  Field Performance of Geocell Reinforced Recycled Asphalt Pavement Base Layer , 2020 .

[4]  S. Chakraborty,et al.  Impact of curing time on moisture-induced damage in lime-treated soils , 2020 .

[5]  A. Puppala,et al.  Utilization of carbide slag-activated ground granulated blastfurnace slag to treat gypseous soil , 2019, Soils and Foundations.

[6]  M. Hussain,et al.  The strength and microstructural behavior of lime stabilized subgrade soil in road construction , 2019, International Journal of Geotechnical Engineering.

[7]  A. Behnood.  Soil and clay stabilization with calcium- and non-calcium-based additives: A state-of-the-art review of challenges, approaches and techniques , 2018, Transportation Geotechnics.

[8]  S. Chakraborty,et al.  Impact of different hydrated cementitious phases on moisture-induced damage in lime-stabilised subgrade soils , 2018 .

[9]  Aravind Pedarla,et al.  Innovative ground improvement techniques for expansive soils , 2017, Innovative Infrastructure Solutions.

[10]  S. Harle,et al.  Replacement of Natural Sand by Crushed Sand in the Concrete , 2017 .

[11]  B. Huat,et al.  The effect of size and replacement content of nanosilica on strength development of cement treated residual soil , 2016 .

[12]  Anand J. Puppala,et al.  A review of sustainable approaches in transport infrastructure geotechnics , 2016 .

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

[14]  Bujang B. K. Huat,et al.  Stabilization of residual soil using SiO2 nanoparticles and cement , 2014 .

[15]  M. Al-Mukhtar,et al.  Geotechnical properties of lime-treated gypseous soils , 2014 .

[16]  M. Salleh,et al.  Influence of 15 and 80 nano-SiO2 particles addition on mechanical and physical properties of ternary blended concrete incorporating rice husk ash , 2013 .

[17]  M. Taha,et al.  Influence of nano-material on the expansive and shrinkage soil behavior , 2012, Journal of Nanoparticle Research.

[18]  Ioanna Papayianni,et al.  Influence of nano-SiO2 on the Portland cement pastes , 2012 .

[19]  L. Struble,et al.  Effect of C/S ratio on morphology and structure of hydrothermally synthesized calcium silicate hydrate , 2011 .

[20]  Sulapha Peethamparan,et al.  Physicochemical Behavior of Cement Kiln Dust–Treated Kaolinite Clay , 2008 .

[21]  A. Buchwald,et al.  The effect of activator concentration on reaction degree and structure formation of alkali-activated ground granulated blast furnace slag , 2006 .

[22]  F. Bell,et al.  LIME STABILIZATION OF CLAY MINERALS AND SOILS , 1996 .

[23]  Anand J. Puppala,et al.  Engineering Behavior of Lime-Treated Louisiana Subgrade Soil , 1996 .

[24]  A. Misra.  Stabilization Characteristics of Clays Using Class C Fly Ash , 1998 .

[25]  Maghsoud Tahmoressi,et al.  AN EVALUATION OF LIME AND CEMENT STABILIZATION , 1987 .