Effects of using small amounts of a Petrit T, a by-product of manufacture sponge iron, to modify clayey silt soil were investigated in this study. Petrit T was added at 2%, 4% and 7% of soil dry weight. A series of unconfined compressive strength tests, consistency limits tests and pH tests were conducted at 7, 14, 28, 60 and 90 days of curing periods to evaluate the physical and mechanical properties of treated soil. Results indicated improving in the unconfined compressive strength, stiffness and workability of treated soil directly after treatment and over time. Increasing in soil density and decreasing in water content were observed, with increasing Petrit T content and curing time. The pH value was immediately increasing after treatment and then gradually decreased over time. Failure mode gradually changed from plastic to brittle behavior with increasing binder content and curing time. The outcomes of this research show a promising way of using a new by-product binder to stabilize soft soils in various engineering projects in order to reduce the costs which are associated with of excavation and transportation works.
References
[1]
Saadeldin, R. and Siddiqua, S. (2013) Geotechnical Characterization of a Clay-Cement Mix. Bulletin of Engineering Geology and the Environment, 72, 601-608.
https://doi.org/10.1007/s10064-013-0531-2
[2]
Keshawarz, M.S. and Dutta, U. (1993) Stabilization of South Texas Soils with Fly Ash. Fly Ash for Soil Improvement, ASCE Geotechnical Special Publication No. 36.
[3]
Kaniraj, S.R. and Havanagi, V.G. (1999) Compressive Strength of Cement Stabilized Fly Ash-Soil Mixtures. Cement and Concrete Research, 29, 673-677.
https://doi.org/10.1016/S0008-8846(99)00018-6
[4]
Parsons, R.L. and Kneebone, E. (2005) Field Performance of Fly Ash Stabilized Sub-grades. Proceedings of the Institution of Civil Engineers-Ground Improvement, 9, 33-38. https://doi.org/10.1680/grim.2005.9.1.33
[5]
McCarthy, J.E. (1994) Soil Stabilization for Pavements. Department of the Army and Air Force of United States, USA.
[6]
Edil, T.B., Acosta, H.A. and Benson, C.H. (2006) Stabilizing Soft Fine-Grained Soils with Fly Ash. Journal of Materials in Civil Engineering, 18, 283-294.
https://doi.org/10.1061/(ASCE)0899-1561(2006)18:2(283)
[7]
Puppala, A.J. (2016) Advances in Ground Modification with Chemical Additives: From Theory to Practice. Transportation Geotechnics, 9, 123-138.
https://doi.org/10.1016/j.trgeo.2016.08.004
[8]
Kamon, M. and Nontananandh, S. (1991) Combining Industrial Wastes with Lime for Soil Stabilization. Journal of Geotechnical Engineering, 117, 1-17.
https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(1)
[9]
Tao, M. and Zhang, Z. (2005) Enhanced Performance of Stabilized By-Product Gypsum. Journal of Materials in Civil Engineering, 17, 617-623.
https://doi.org/10.1061/(ASCE)0899-1561(2005)17:6(617)
[10]
Sargent, P., Hughes, P.N., Rouainia, M. and Glendinning, S. (2012) Soil Stabilisation Using Sustainable Industrial By-Product Binders and Alkali Activation. GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering, 948-957.
https://doi.org/10.1061/9780784412121.098
[11]
Horpibulsuk, S., Phetchuay, C. and Chinkulkijniwat, A. (2011) Soil Stabilization by Calcium Carbide Residue and Fly Ash. Journal of Materials in Civil Engineering, 24, 184-193. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000370
[12]
Horpibulsuk, S., Phetchuay, C., Chinkulkijniwat, A. and Cholaphatsorn, A. (2013) Strength Development in Silty Clay Stabilized with Calcium Carbide Residue and Fly Ash. Soils and Foundations, 53, 477-486.
https://doi.org/10.1016/j.sandf.2013.06.001
[13]
Jiang, N.J., Du, Y.J., Liu, S.Y., Wei, M.L., Horpibulsuk, S. and Arulrajah, A. (2015) Multi-Scale Laboratory Evaluation of the Physical, Mechanical, and Microstructural Properties of Soft Highway Subgrade Soil Stabilized with Calcium Carbide Residue. Canadian Geotechnical Journal, 53, 373-383. https://doi.org/10.1139/cgj-2015-0245
[14]
Sezer, A., Inan, G., Yilmaz, H.R. and Ramyar, K. (2006) Utilization of a Very High Lime Fly Ash for Improvement of Izmir Clay. Building and Environment, 41, 150-155. https://doi.org/10.1016/j.buildenv.2004.12.009
[15]
Kolias, S., Kasselouri-Rigopoulou, V. and Karahalios, A. (2005) Stabilisation of Clayey Soils with High Calcium Fly Ash and Cement. Cement and Concrete Composites, 27, 301-313. https://doi.org/10.1016/j.cemconcomp.2004.02.019
[16]
Athanasopoulou, A. (2013) Addition of Lime and Fly Ash to Improve Highway Subgrade Soils. Journal of Materials in Civil Engineering, 26, 773-775.
https://doi.org/10.1061/(ASCE)MT.1943-5533.0000856
[17]
Hossain, K.M., Lachemi, M. and Easa, S. (2006) Characteristics of Volcanic Ash and Natural Lime Based Stabilized Clayey Soils. Canadian Journal of Civil Engineering, 33, 1455-1458. https://doi.org/10.1139/l06-099
[18]
Haase, B. (2014) General Information about Petrit T. Internal Report. Höganäs Sweden AB, Report No.: PM.
[19]
Standard, A.S.T.M. (2011) D2487-11 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM International, West Conshohocken, PA.
[20]
Larsson, R. (2008) Jords Egenskaper. Statens Geotekniska Institut, Linköping. (In Swedish)
[21]
Standard, A.S.T.M. (2014) D2974-14 Standard Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils. ASTM International, West Conshohocken, PA.
[22]
Huang, P.T., Patel, M., Santagata, M.C. and Bobet, A. (2009) Classification of Organic Soils. Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, Indiana Publication FHWA/IN/ JTRP-2008/02.
[23]
Karlsson, R. and Hansbo, S. (1989) Soil Classification and Identification, D8. Swedish Council for Building Research, Stockholm, 49.
[24]
Janz, M. and Johansson, S.E. (2002) The Function Of Different Binding Agents in Deep Stabilization. Swedish Deep Stabilization Research Centre, Report, 9, 1-35.
[25]
Swedish Standard Commission (1990) Geotechnical Tests—Cone Liquid Limit. Swedish Standards Commission, Stockholm, SS 027120. (In Swedish)
[26]
Swedish Standard Commission (1990) Geotechnical Tests—Plastic Limit. Swedish Standards Commission, Stockholm, SS 027120. (In Swedish)
[27]
Standard, A.S.T.M. (2016) Standard Test Method for pH of Soils. ASTM International, West Conshohocken, PA.
[28]
Eskisar, T. (2015) Influence of Cement Treatment on Unconfined Compressive Strength and Compressibility of Lean Clay with Medium Plasticity. Arabian Journal for Science & Engineering (Springer Science & Business Media BV), 40, 763-772.
https://doi.org/10.1007/s13369-015-1579-z
[29]
Baran, B., Ertürk, T., Sarikaya, Y. and Alemdaroglu, T. (2001) Workability Test Method for Metals Applied to Examine a Workability Measure (Plastic Limit) for Clays. Applied Clay Science, 20, 53-63.
https://doi.org/10.1016/S0169-1317(01)00042-4
[30]
Mallela, J., Quintus, H.V. and Smith, K.L. (2004) Consideration of Lime-Stabilized Layers in Mechanistic-Empirical Pavement Design. The National Lime Association, 200-208.
[31]
Sariosseiri, F. and Muhunthan, B. (2009) Effect of Cement Treatment on Geotechnical Properties of Some Washington State Soils. Engineering Geology, 104, 119-125. https://doi.org/10.1016/j.enggeo.2008.09.003
[32]
Sivapullaiah, P.V., Sridharan, A. and Bhaskar Raju, K.V. (2000) Role of Amount and Type of Clay in the Lime Stabilization of Soils. Proceedings of the Institution of Civil Engineers-Ground Improvement, 4, 37-45.
https://doi.org/10.1680/grim.2000.4.1.37
[33]
Kinuthia, J.M., Wild, S. and Jones, G.I. (1999) Effects of Monovalent and Divalent Metal Sulphates on Consistency and Compaction of Lime-Stabilised Kaolinite. Applied Clay Science, 14, 27-45. https://doi.org/10.1016/S0169-1317(98)00046-5
[34]
Åhnberg, H., Johansson, S.E., Pihl, H. and Carlsson, T. (2003) Stabilising Effects of Different Binders in Some Swedish Soils. Proceedings of the Institution of Civil Engineers-Ground Improvement, 7, 9-23. https://doi.org/10.1680/grim.2003.7.1.9
[35]
Horpibulsuk, S., Rachan, R. and Raksachon, Y. (2009) Role of Fly Ash on Strength and Microstructure Development in Blended Cement Stabilized Silty Clay. Soils and Foundations, 49, 85-98. https://doi.org/10.3208/sandf.49.85
[36]
Locat, J., Trembaly, H. and Leroueil, S. (1996) Mechanical and Hydraulic Behaviour of a Soft Inorganic Clay Treated with Lime. Canadian Geotechnical Journal, 33, 654-669. https://doi.org/10.1139/t96-090-311
[37]
Chew, S.H., Kamruzzaman, A.H.M. and Lee, F.H. (2004) Physicochemical and Engineering Behavior of Cement Treated Clays. Journal of Geotechnical and Geoenvironmental Engineering, 130, 696-706.
https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(696)
[38]
Bin-Shafique, S., Rahman, K., Yaykiran, M. and Azfar, I. (2010) The Long-Term Performance of Two Fly Ash Stabilized Fine-Grained Soil Subbases. Resources, Conservation and Recycling, 54, 666-672.
ttps://doi.org/10.1016/j.resconrec.2009.11.007
[39]
Asgari, M.R., Dezfuli, A.B. and Bayat, M. (2015) Experimental Study on Stabilization of a Low Plasticity Clayey Soil with Cement/Lime. Arabian Journal of Geosciences, 8, 1439-1452. https://doi.org/10.1007/s12517-013-1173-1
[40]
Sivapullaiah, P.V., Prashanth, J.P. and Sridharan, A. (1996) Effect of Fly Ash on the Index Properties of Black Cotton Soil. Soils and Foundations, 36, 97-103.
https://doi.org/10.3208/sandf.36.97
[41]
Maher, A., Bennert, T., Jafari, F., Douglas, W. and Gucunski, N. (2004) Geotechnical Properties of Stabilized Dredged Material from New York-New Jersey Harbor. Transportation Research Record: Journal of the Transportation Research Board, 1874, 86-96. https://doi.org/10.3141/1874-10
[42]
Al-Jabban, W., Knutsson, S., Al-Ansari, N. and Laue, J. (2017) Modification-Stabilization of Clayey Silt Soil Using Small Amounts of Cement. Earth Sciences and Geotechnichal Engineering, 7, 77-96.
[43]
Mackiewicz, S.M. and Ferguson, E.G. (2005) Stabilization of Soil with Self-Cementing Coal Ashes. World of Coal Ash (WOCA), 1-7.
[44]
Misra, A. (2000) Utilization of Western Coal Fly Ash in Construction of Highways in the Midwest (No. MATC UMC 96-2). University of Nebraska, Mid-America Transportation Center.
[45]
Jongpradist, P., Jumlongrach, N., Youwai, S. and Chucheepsakul, S. (2009) Influence of Fly Ash on Unconfined Compressive Strength of Cement-Admixed Clay at High Water Content. Journal of Materials in Civil Engineering, 22, 49-58.
https://doi.org/10.1061/(ASCE)0899-1561(2010)22:1(49)
[46]
Kang, X., Kang, G.C., Chang, K.T. and Ge, L. (2014) Chemically Stabilized Soft Clays for Road-Base Construction. Journal of Materials in Civil Engineering, 27, Article ID: 04014199.
[47]
Horpibulsuk, S., Rachan, R., Chinkulkijniwat, A., Raksachon, Y. and Suddeepong, A. (2010) Analysis of Strength Development in Cement-Stabilized Silty Clay from Microstructural Considerations. Construction and Building Materials, 24, 2011-2021. https://doi.org/10.1016/j.conbuildmat.2010.03.011
[48]
Onitsuka, K. and Junan, S.H.E.N. (1998) Evaluation of Lime-Treated Ariake Clay with Fly Ash as Road Materials. Journal of Pavement Engineering, 3, 157-164.
https://doi.org/10.2208/journalpe.3.157
[49]
Feng, T.W. (2002) Effects of Small Cement Content on Consolidation Behavior of a Lacustrine Clay. Geotechnical Testing Journal, 25, 53-60.
[50]
Saride, S., Puppala, A.J. and Chikyala, S.R. (2013) Swell-Shrink and Strength Behaviors of Lime and Cement Stabilized Expansive Organic Clays. Applied Clay Science, 85, 39-45. https://doi.org/10.1016/j.clay.2013.09.008
[51]
Eades, J.L. and Grim, R.E. (1966) A Quick Test to Determine Lime Requirements for Lime Stabilization. Highway Research Record (139).
[52]
Keller, W.D. (1964) Processes of Origin and Alteration of Clay Minerals. Soil Clay Mineralogy, 3-76.
[53]
Hassan, M. (2009) Engineering Characterisitics of Cement Stabilized Soft Finnish Clay—A Laboratory Study. Licentiate’s Thesis, Helsinki University of Technology, Helsinki.
[54]
Wang, D., Abriak, N.E., Zentar, R. and Chen, W. (2013) Effect of Lime Treatment on Geotechnical Properties of Dunkirk Sediments in France. Road Materials and Pavement Design, 14, 485-503. https://doi.org/10.1080/14680629.2012.755935
[55]
Rashid, A.S.A., Kalatehjari, R., Noor, N.M., Yaacob, H., Moayedi, H. and Sing, L.K. (2014) Relationship between Liquidity Index and Stabilized Strength of Local Subgrade Materials in a Tropical Area. Measurement, 55, 231-237.
https://doi.org/10.1016/j.measurement.2014.05.018
[56]
Ignat, R. (2015) Field and Laboratory Tests of Laterally Loaded Rows of Lime-Cement Columns. Doctoral Dissertation, KTH Royal Institute of Technology, Stockholm.
[57]
Wang, D., Abriak, N.E. and Zentar, R. (2013) Strength and Deformation Properties of Dunkirk Marine Sediments Solidified with Cement, Lime and Fly Ash. Engineering Geology, 166, 90-99. https://doi.org/10.1016/j.enggeo.2013.09.007
