Cyclic Swell–Shrink Behavior of an Expansive Soil Treated with a Sulfonated Oil
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[1] A. Taheri,et al. Tyre rubber and expansive soils: two hazards, one solution , 2020 .
[2] A. R. Estabragh,et al. Effect of pore water chemistry on the behaviour of a kaolin–bentonite mixture during drying and wetting cycles , 2020 .
[3] An Deng,et al. A sulphonated oil for stabilisation of expansive soils , 2019 .
[4] A. Taheri,et al. A simplified method for determination of the soil–water characteristic curve variables , 2019 .
[5] S. Vanapalli,et al. Swell–Shrink Behavior of Rubberized Expansive Clays During Alternate Wetting and Drying , 2019, Minerals.
[6] H. Nagaraj,et al. Effect of enzymes on plasticity and strength characteristics of an earthen construction material , 2019, International Journal of Geo-Engineering.
[7] Y. Cui,et al. Investigation on swelling-shrinkage behavior of unsaturated compacted GMZ bentonite on wetting-drying cycles , 2019, Bulletin of Engineering Geology and the Environment.
[8] A. Taheri,et al. Swell–Shrink–Consolidation Behavior of Rubber–Reinforced Expansive Soils , 2018, Geotechnical Testing Journal.
[9] A. Banerjee,et al. Expansive Soil Treatment with Liquid Ionic Soil Stabilizer , 2018 .
[10] E. Rojas. Expansive Soils , 2018, Towards A Unified Soil Mechanics Theory The Use of Effective Stresses in Unsaturated Soils (Revised Edition).
[11] B. Phanikumar,et al. Engineering behaviour of expansive clays blended with cement and GGBS , 2018, Proceedings of the Institution of Civil Engineers - Ground Improvement.
[12] A. Soltani,et al. Rubber powder–polymer combined stabilization of South Australian expansive soils , 2018, Geosynthetics International.
[13] A. R. Estabragh,et al. A Framework for Interpretation of the Compressibility Behavior of Soils , 2017 .
[14] S. Mousavi,et al. Assessment of Strength Development in Stabilized Soil with CBR Plus and Silica Sand , 2017 .
[15] A. R. Estabragh,et al. Swelling Potential of a Stabilized Expansive Soil: A Comparative Experimental Study , 2017, Geotechnical and Geological Engineering.
[16] T. Thyagaraj,et al. Physico-Chemical Effects on Shrinkage Behavior of Compacted Expansive Clay , 2017 .
[17] S. Lourenço,et al. Testing surfactants as additives for clay improvement: compaction and suction effects , 2016 .
[18] P. Sivapullaiah,et al. Gypsum-Induced Volume Change Behavior of Stabilized Expansive Soil With Fly Ash-Lime , 2016 .
[19] A. Sharma,et al. Ground granulated blast furnace slag amended fly ash as an expansive soil stabilizer , 2016 .
[20] E. Garzón,et al. Effect of lime on stabilization of phyllite clays , 2016 .
[21] S. Dash,et al. Influence of Lime on Shrinkage Behavior of Soils , 2015 .
[22] E. Garzón,et al. Phyllite clay–cement composites having improved engineering properties and material applications , 2015 .
[23] Gurmel S. Ghataora,et al. Soil stabilization using proprietary liquid chemical stabilizers: sulphonated oil and a polymer , 2015, Bulletin of Engineering Geology and the Environment.
[24] Akbar A. Javadi,et al. Laboratory investigation of the effect of cyclic wetting and drying on the behaviour of an expansive soil , 2015 .
[25] T. Thyagaraj,et al. Swell-shrink behaviour of lime precipitation treated soil , 2014 .
[26] E. Abdi,et al. Effect of polymer stabilizer on swelling potential and CBR of forest road material , 2014 .
[27] Akbar A. Javadi,et al. Treatment of an expansive soil by mechanical and chemical techniques , 2014 .
[28] Douglas D. Cortes,et al. Dimensional analysis of soil–cement mixture performance , 2014 .
[29] A. R. Estabragh,et al. Stabilised expansive soil behaviour during wetting and drying , 2013 .
[30] S. Akbulut,et al. Surfactant modified clays consistency limits and contact angles , 2012 .
[31] W. Xiang,et al. Theory and practice of ionic soil stabilizer reinforcing special clay , 2010 .
[32] S. Yasrobi,et al. Effect of cyclic wetting and drying on swelling behavior of polymer-stabilized expansive clays , 2010 .
[33] Snehasis Tripathy,et al. Cyclic Swell–Shrink Behaviour of a Compacted Expansive Soil , 2009 .
[34] A. S. Rao,et al. Efficacy of lime-stabilised fly ash in expansive soils , 2008 .
[35] M. Sánchez-Martín,et al. Influence of clay mineral structure and surfactant nature on the adsorption capacity of surfactants by clays. , 2008, Journal of hazardous materials.
[36] Peter J. Hogarth. Measuring and modelling , 2007 .
[37] John F Rushing,et al. Stabilization Mechanisms of Nontraditional Additives , 2007 .
[38] M. Meirvenne,et al. Measuring and modelling the soil shrinkage characteristic curve , 2006 .
[39] Cumaraswamy Vipulanandan,et al. Effects of surfactants and electrolyte solutions on the properties of soil , 2006 .
[40] Jianglong Zheng,et al. The Effect of Vertical Pressure on the Deformation and Strength of Expansive Soil During Cyclic Wetting and Drying , 2006 .
[41] Amer Ali Al-Rawas,et al. Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman , 2005 .
[42] A. Sridharan,et al. Swelling behaviour of compacted fine-grained soils , 2004 .
[43] D. G. Fredlund,et al. Water content - void ratio swell-shrink paths of compacted expansive soils , 2002 .
[44] Tamar Frankel. [The theory and the practice...]. , 2001, Tijdschrift voor diergeneeskunde.
[45] Erdil Riza Tuncer,et al. Compressibility and hydraulic conductivity of a chemically treated expansive clay , 2001 .
[46] A. Sridharan,et al. Shrinkage Limit of Soil Mixtures , 2000 .
[47] Li,et al. Effects of Chain Length and Structure of Cationic Surfactants on the Adsorption onto Na-Kaolinite. , 1999, Journal of colloid and interface science.
[48] A. Sridharan,et al. Mechanism controlling the shrinkage limit of soils , 1998 .
[49] A. Sridharan,et al. Swelling behaviour of soil-bentonite mixtures , 1996 .
[50] Azm S. Al-Homoud,et al. Cyclic Swelling Behavior of Clays , 1995 .
[51] K. Ramana. Expansive Soils: Problems and Practice in Foundation and Pavement Engineering , 1993 .
[52] D E Scholen,et al. Non-standard stabilizers , 1992 .
[53] Jerry March,et al. Advanced Organic Chemistry: Reactions, Mechanisms, and Structure , 1977 .
[54] William B. Haines,et al. The volume-changes associated with variations of water content in soil , 1923, The Journal of Agricultural Science.
[55] Cui De-shan. Experimental study of ionic soil stabilizer-improves expansive soil , 2009 .
[56] Ernest S. Berney,et al. Effect of Surfactant on Dry-Side Compaction of Silty Sand , 2003 .
[57] P. Greening,et al. Evaluation of Sulphonated Petroleum Products as soil stabilisers and compaction aids. , 2003 .
[58] Braja M. Das,et al. Evaluation of Chemical Modifiers and Stabilizers for Chemically Active Soils—Clays , 2001 .
[59] Alan F. Rauch,et al. Mechanisms of Soil Stabilization with Liquid Ionic Stabilizer , 2001 .
[60] A. Sridharan,et al. Role of amount and type of clay in the lime stabilization of soils , 2000 .
[61] D E Scholen,et al. STABILIZER MECHANISMS IN NONSTANDARD STABILIZERS , 1995 .
[62] Sibel Pamukcu,et al. Soil Stabilization and Grouting , 1991 .