Evaluation of Recycled Materials as Aggregate of End Bearing Stone Columns: a Comparative Study

Document Type : Regular Paper

Authors

1 Associate Professor, Faculty of Civil Engineering, Semnan University, Semnan, Iran

2 Faculty of Civil Engineering, Semnan University

Abstract

The object of this research is to compare the behavior of floating and end bearing stone columns made of recycled aggregates of building debris with natural aggregate. To do so, both types of stone columns were constructed by crushed concrete and crushed brick as recycled aggregates and compared with the same models made of gravel as natural aggregates. All the columns were constructed with the same size, density, and grading in a clay bed. To evaluate the initial quality of materials of the stone columns, the index tests were performed. The results of such tests illustrated the less resistance of recycled materials in comparison to the natural materials; On the contrary, according to the results of the index tests, crushed bricks are not recommended to construct stone columns. Despite the index tests, results of loading on a floating column filed with natural and recycled aggregate were approximately the same, but the bearing capacity of the end bearing column made of natural aggregates was higher than the same model made of recycled aggregates.

Keywords

Main Subjects


[1] Hughes, J. M. O.Withers, N. J. and Greenwood, D. a. (1975). “A field trial of the reinforcing effect of a stone column in soil. Géotechnique’’ 25(1), pp. 31–44. doi: 10.1680/geot.1975.25.1.31
[2] McKelvey, D. et al. (2004).“Modelling vibrated stone columns in soft clay’’. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 157(3), pp. 137–149. doi: 10.1680/geng.2004.157.3.137
[3] Sivakumar, V. et al. (2004). “Triaxial tests on model sand columns in clay." Canadian Geotechnical Journal, 41(2), pp. 299–312. doi: 10.1139/t03-097
[4] Black, J.A., Sivakumar, V., and Bell, A. (2011). “The settlement performance of stone column foundations." Géotechnique 61(11), pp. 909–922. doi: 10.1680/geot.9.P.014
[5]  Najjar, S. S. et al. (2012). “Effect of Sand Column Inclusions on the Drained Response of Soft Clays." GeoCongress 2012, (September), pp. 4079–4088. doi: 10.1061/9780784412121.419
[6] Dash, S. K. and Bora, M. C. (2013). “Influence of geosynthetic encasement on the performance of stone columns floating in soft clay." Canadian Geotechnical Journal 765(April), pp. 754–765. doi: 10.1139/cgj-2012-0437
[7] Siahaan.S, Indraratna.B, Ngo. N, Rujikiatkamjorn. C and Heitor. A. (2018). “Influence of Particle Gradation and Shape on the Performance of Stone Columns in Soft Clay." Geotechnical Testing Journal 41, no. 6: 1076-1091. https://doi.org/10.1520/GTJ20160234
[8] Jefferson, I. et al. (2010). “Emissions assessment related to vibro stone columns." Proceedings of the Institution of Civil Engineers - Ground Improvement 163(1), pp. 71–77. doi: 10.1680/grim.2010.163.1.71
[9] Egan, D., and Slocombe, B. C. (2010). “Demonstrating environmental benefits of ground improvement." Proceedings of the Institution of Civil Engineers Ground Improvement(GI1)pp.63–69.doi: 10.1680/grim.2010.163.1.63
[10] Serridge, C. J. (2005). “Achieving sustainability in vibro stone column techniques." Proceedings of the Institution of Civil Engineers: Engineering Sustainability, 158(ES4), pp. 211–222. doi: 10.1680/bren.2005.158.4.211
[11] Amini, R. (2015). “Physical modelling of vibro stone column using recycled aggregates." Dissertation, University of Birmingham
[12] Demir, S., Mokarram, F. R. and Ozener, P. (2016). “The Sustainable Design of Granular Columns Based on Laboratory Model Tests." Geo-Chicago 2016 GSP 271 pp. 893–903. doi: 10.1061/9780784480144.089
[13] Ayothiraman, R. and Soumya, S. (2014). “Model tests on the use of tyre chips as aggregate in stone columns." Proceedings of the Institution of Civil Engineers - Ground Improvement 168(3), pp.187–193. doi: 10.1680/grim.13.00006
[14] Mazumder, T., Rolaniya, A. K. and Ayothiraman, R. (2018). “Experimental study on behaviour of encased stone column with tyre chips as aggregates."Geosynthetics International, 25(3), pp. 259–270. doi: 10.1680/jgein.18.00006
[15] Shahverdi, M., Hadad, A. (2020). “Use of recycled materials in floating stone columns.” Proceedings of the Institution of Civil Engineers-Construction Materials 2020 173:2, pp.99-108 https://doi.org/10.1680/jcoma.18.00086
[16] Building Research Establishment. (2000). “Specifying Vibro Stone Columns.” CRC, Garston, UK
[17] BS.I (1990e). “BS 812-112:1990.Testing aggregates. Method for determination of aggregate impact value (AIV) London,” UK: BSI Standards Publication. BS
[18] BSI. (1990f). “BS 812-110:1990Testing aggregates. Methods for determination of aggregate crushing value (ACV) London, UK:” BSI Standards Publication
[19] ASTM. (2011). D2487: “Standard practice for classification of soils for engineering purposes (Unified Soil Classification System).” ASTM International,West Conshohochen, PA , USA
[20] ASTM. (2016). D4253: “Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.” ASTM International, West Conshohocken, PA, USA
[21] ASTM. (2016). “D4254 Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.” ASTM International, West Conshohocken, PA,USA 
[22]  Shahu, J. T. and Reddy, Y. R. (2011). “Clayey Soil Reinforced with Stone Column Group: Model Tests and Analyses.” Journal of Geotechnical and Geoenvironmental Engineering, 137(12), pp. 1265–1274. doi: 10.1061/(ASCE)GT.1943-5606.0000552
[23] Muir Wood, D., Hu, W. and Nash, D. F. T. (2000). “Group effects in stone column foundations: model tests.” Géotechnique, 50(6), pp. 689–698. doi: 10.1680/geot.2000.50.6.689 
[24] Malarvizhi, S.N., and Ilamparuthi, K. (2007). “Comparative study on the behavior of encased stone column and conventional stone column.” Soil and Foundation 47(5), pp. 873–885. doi: 10.3208/sandf.47.873
[25] Barksdale, R.D.and Bachus, R. C. (1983). “Design and construction of stone columns.” FHWA/RD-83/026,Federal Highway Administration,Washington,D.C.doi: FHWA/RD-83/027
[26] Priebe, H. J. (1995). “The Design of Vibro Replacement”. Ground Engineering, pp. 0–16.