EFFECT OF WETTING-DRYING CYCLES ON VOLUMETRIC STABILITY OF CLAYEY SOIL STABILIZED WITH LIME AND PERLITE

In this study, which is about the stabilization of the clayey soils, natural soil is mixed with 6% lime (optimum lime ratio) and 0%, 5%, 10%, 15%, 20%, 25%, 30% perlite. Perlite was used in this study in natural and fine grained form, separately. The test specimens prepared for the wetting-drying period were cured in the desiccator for 28 days. After curing, the test specimens were subjected to 12 wetting-drying periods according to ASTM D 559. In this study based on volumetric stability, it was observed that the natural soil sample could not maintain its volumetric integrity on the 2nd day and dispersed. According to the durability conditions required in lime, cement, pozzolana-lime and pozzolana-cement-lime mixtures, the maximum allowable loss in sample weight at the end of 12 wetting-drying periods is between 6-14%. As a result of this study, it was seen that SLP2 samples were found to provide durability conditions against 12 wetting-drying periods.

Keywords:

soil stabilization, wetting-drying period, lime perlite, fineness effect,

PDF

___

[1] Khemissa, M. and Mahamedi, A., Cement and Lime Mixture Stabilization of an Expansive Overconsolidated Clay, Applied Clay Science, 95 (2014), pp. 104-110.
[2] Phanikumar, B. R. and Singla, R., Swell-Consolidation Characteristics of Fibre-Reinforced Expansive Soils, Soils and Foundation, 56 (2016), pp. 138-143.
[3] Goodarzi, A. R., Akbari, H. R. et. al., Enhanced Stabilization of Highly Expansive Clays by Mixing Cement and Silica Fume, Applied Clay Science, 132 (2016), pp. 675-684.
[4] Yilmaz, F. and Yurdakul, M., Evaluation of Marble Dust for Soil Stabilization, Acta Physica Polonica A, 132 (2017), pp. 710-711.
[5]Clare, K. E. and Crunchley, A. E., Laboratory Experiments in the Stabilization of Clays with Hydrated Lime, Geotechnique, 5 (1957), pp. 97-111.
[6] Bell, F. G., Lime Stabilization of Clay Minerals and Soils, Engineering Geology, 42 (1996), pp. 223-237.
[7] Akawwi, E. and Al-Kharabsheh, A., Lime Stabilization Effects on Geotechnical Properties of Expansive Soils in Amman-Jordan, Electronic Journal of Geotechnical Engineering, 5 (2000), pp. 1-10.
[8] Rajasekaran, G. and Rao, S. N., Permeability Characteristics of Lime Treated Marine Clay, Ocean Engineering, 29 (2002), pp. 113-127.
[9] Tonoz, M.C., Ulusay, R. et. al., Effect of Lime Stabilization on Engineering Properties of Expansive Ankara Clay, Earth and Environmental Science, 104 (2004), pp. 466-474.
[10] Sivapullaiah, P.V. and Lakshmikantha, H., Lime Stabilized Illite as a Liner, Ground Improvement, 9 (2005), pp. 39-45.
[11] Arabani, M. and Karami, M.V., Geotechnical Properties of Lime Stabilized Clayey Sands, The Arabian Journal of Science and Engineering, 32 (2007), pp. 11-25.
[12] Manasseh, J. and Olufemi, A. I., Effect of Lime on Some Geotechnical Properties of Igumale Shale, Electronic Journal of Geotechnical Engineering, 13 (2008), pp. 1-12.
[13] Sakr, M. A. and Shahin, M. A., Utilization of Lime for Stabilizing Soft Clay Soil of High Organic Content, Geotechnical Geological Engineering, 27 (2009), pp. 105-113.
[14] Al-Mukhtar, M., Khattab, S. et. al., Microstructure and Geotechnical Properties of Lime-Treated Expansive Clayey Soil, Engineering Geology, 139 (2012), pp. 17-27.
[15] Al-Mukhtar, M., Lasledj, A. et. al., Behaviour and Mineralogy Changes in Lime-Treated Expansive Soil at 50ºC, Applied Clay Science, 50 (2010), pp. 199-203.
[16] Bozbey, I. and Garaisayev, S., Effects of Soil Pulverization Quality on Lime Stabilization of an Expansive Clay, Environmental Earth Science, 60 (2010), pp. 1137-1151.
[17] Cuisinier, O., Auriol, J. C. et. al., Microstructure and Hydraulic Conductivity of a Compacted Lime-Treated Soil, Engineering Geology, 123 (2011), pp. 187-193.
[18] Miqueleiz, L., Ramírez, F. et. al., The Use of Stabilised Spanish Clay Soil for Sustainable Construction Materials, Engineering Geology, 133 (2012), pp. 9-15.
[19] Zukri, A., Pekan Soft Clay Treated with Hydrated Lime as a Method of Soil Stabilizer, Procedia Engineering, 53 (2013), pp. 37-41.
[20] Ciancio, D., Beckett, C. T. S. et. al., Optimum Lime Content Identification for Lime-Stabilised Rammed Earth, Construction and Building Materials, 53 (2014), pp. 59-65.
[21] Sante, M. D., Fratalocchi, E. et. al., Time of Reactions in a Lime Treated Clayey Soil and Influence of Curing Conditions on its Microstructure and Behaviour, Applied Clay Science, 99 (2014), pp. 100-109
[22] Akcanca, F. and Aytekin, M., Impact of Wetting-Drying Cycles on the Hydraulic Conductivity of Liners Made of Lime-Stabilized Sand-Bentonite Mixtures for Sanitary Landfills, Environmental Earth Science, 72 (2014), pp. 59-66.
[23] Onal, O., Lime Stabilization of Soils Underlying a Salt Evaporation Pond: A Laboratory Study, Marine Georesources&Geotechnology, 33 (2015), pp. 391-402.
[24] Jha, J. N. and Gill, K. S., Effect of Rice Hush Ash on Lime Stabilization, Journal of the Institution of Engineers, 87 (2006), pp. 33-39.
[25] Olgun, M., The Effects and Optimization of Additives for Expansive Clays under Freeze-Thaw Conditions, Cold Reg. Sci. Technol., 93 (2013), pp. 36-46.
[26] Calik, U. and Sadoglu, E., Engineering Properties of Expansive Clayey Soil Stabilized with Lime and Perlite, Geomechanics and Engineering, 6 (2014), pp. 403-418.
[27] Yilmaz, F., Kamiloglu, H. A. et. al., Soil Stabilization with Using Waste Materials Against Freezing Thawing Effect, Acta Physica Polonica A, 128 (2015), pp. 392-394.
[28] Fidan, D., Fineness effect of natural pozzolanic additive on strength and durability in stabilization of clays, MSc. Thesis, Bayburt University, Bayburt, Turkey, 2016.
[29] Yılmaz, F., Investigation Usage of Tuffite Stone with Lime in Soil Stabilization by Standard Tests and Computed Tomography Method, Ph. D. thesis, Karadeniz Technical University, Trabzon, Turkey, 2015.
[30] Massazza, F., Pozzolanic Cements and Usage Fields, Turkish Cement Manufacturers’ Association, Ankara, Turkey, 1989.
[31] Erdem, T. K., Meral, Ç., et. al., Use of Perlite as a Pozzolanic Addition in Producing Blended Cements, Cement and Concrete Composites, 29 (2007), pp. 13-21.
[32] General Directorate Of Mineral Research And Explorations, http://www.mta.gov.tr
[33] Çalık, Ü., Utilization of Perlite as a Pozzolanic Additive in Soil Stabilization with Lime, Ph. D. thesis, Karadeniz Technical University, Trabzon, Turkey, 2012.
[34] ASTM D 6276, Standard Test Method for Using pH to Estimate the Soil-Lime Proportion Requirement for Soil Stabilization, West Conshohocken, PA, USA, 2015.
[35] Mathew, P. K. and Rao, S. N., Effect of Lime on Cation Exchange Capacity of Marine Clay, Journal of Geotechnical and Geoenvironmental Engineering, 123 (1997), pp. 183-185.
[36] Al-Rawas, A. A., Taha, R., et. al., A Comparative Evalution of Various Additives Used in the Stabilization of Expansive Soils, Geotechnical Testing Journal, 25 (2002), pp. 199-209.
[37] ASTM D 4318, Standard Test Methods For Liquid Limit, Plastic Limit, And Plasticity Index Of Soils, West Conshohocken, PA, USA, 2010.
[38] ASTM D 698, Standard Test Methods For Laboratory Compaction Characteristics Of Soil Using Standard Effort, West Conshohocken, PA, USA, 2012.
[39] ASTM D 559, Standard Test Methods for Wetting and Drying Compacted Soil-Cement Mixtures, West Conshohocken, PA, USA, 2015.

ISSN: 2536-5010
Yayın Aralığı: Yılda 2 Sayı
Yayıncı: INESEG Yayıncılık A.Ş.

Arşiv