References
- Al-Mukhtar, M., - Khattab, S., - Alcover, J. (2012). Microstructure and geotechnical properties of lime-treated expansive clayey soil. Engineering Geology, Vol. 139, pp. 17–27.
- Arathy, V. B., - Jery, C., - Raj, J., - Lekshmi, V. S., - Chacko, A. (2015). Effect of Coconut Shell Powder on the Strength of Soil. International Journal of Management, Information Technology and Engineering, Vo. 3, No. 2, pp. 35–40.
- Athira, T., - Johnson, A., - Krishnankutty, S. V. (2017). Expansive Soil Stabilization using Coconut Shell Powder and Lime. International Journal of Engineering and Technology, Vol. 6, No. 3, pp. 541–544.
- Bhuvaneshwari, S., - Robinson, R. G., - Gandhi, S. R. (2013). Behaviour of Lime Treated Cured Expansive Soil Composites. Indian Geotechnical Journal, Vol. 44, No. 3, pp. 278–293.
- Bhuvaneshwari, S., - Soundra, B., - Robinson, R. G., - Gandhi, S. R. (2007). Stabilization and microstructural modification of dispersive clayey soils. In 1st International Conference on Soil and Rock Engineering, pp. 1–7. Columbo, Srilanka: Srilankan Geotechnical Society.
- BIS. (1983). IS 2720 Methods of Test For Soils:Part 1 - Preparation of Dry Soil Sample for Various Tests. India.
- Blanck, G., - Cuisinier, O., - Masrouri, F. (2013). Soil Treatment with Organic Non-traditional Additives for the Reduction of Environmental Impact of Earthworks. Waste and Biomass Valorization, Vol. 4, No. 4, pp. 703–708.
- Chang, I., - Im, J., - Kharis, A., - Cho, G. (2015). Effects of Xan-than gum biopolymer on soil strengthening. Construction and Building Materials, Vol. 74, pp. 65–72.
- Cherian, C., - Bandipally, S., - Arnepalli, D. N., - Dhulipala, V. R., - Korupolu, R. N. (2016). Reappraisal of optimum lime content determination for lime stabilization of fine-grained soils. GA 2016 - 6th Asian Regional Conference on Geosynthetics: Geosynthetics for Infrastructure Development, Proceedings, pp. 260–275.
- Ciancio, D., - Beckett, C. T. S., - Carraro, J. A. H. (2014). Optimum lime content identification for lime-stabilised rammed earth. Construction and Building Materials, Vol. 53, pp. 59–65.
- Coconut Development Board. (2015). Coconut Shell Powder Project Profile. Retrieved June 20, 2015, from http://coconut-board.nic.in/shelpwdr.htm
- Eades, J. L., - Grim, R. E. (1966). A Quick Test to Determine Lime Requirements for Lime Stabilization. Highway Research Record, Vol. 139, pp. 61–72.
- Farny, J. A., - Kerkhoff, B. (2007). Diagnosis and Control of Alkali-Aggregate Reactions in Concrete. Portland Cement Association. Retrieved from http://www.cement.org/docs/default-source/fc_concrete_technology/is413-02---diagnosis-and-control-of-alkali-aggregate-reactions-in-concrete.pdf?sfvrsn=2
- Harris, P., - Harvey, O., - Puppala, A., - Sebesta, S., - Chikyala, S. R., - Saride, S. (2009). Mitigating the Effects of Organics in Stabilized Soils: Technical Report. Technical Report: Rep. No. FHWA/TX-09/0-5540-1.
- Heiri, O., - Lotter, A. F., - Lemcke, G. (2001). Loss on ignition as a method for estimating organic and carbonate content in sediments: reproducibility and comparability of results. Journal of Paleolimnology, Vol. 25, pp. 101–110.
- Hou, X., - Struble, L. J., - Kirkpatrick, R. J. (2004). Formation of ASR gel and the roles of C-S-H and portlandite. Cement and Concrete Research, Vol. 34, No. 9, pp. 1683–1696.
- Huang, P.-T., - Patel, M., - Santagata, M. C., - Bobet, A. (2009). Classification of Organic Soils. Retrieved from http://docs.lib.purdue.edu/cgi/viewcontent.cgi?article=2676&context=jtrp
- Hussain, M., - Dash, S. K. (2010). Influence of Lime on Plasticity Behaviour of Soils. In Proceedings of the Indian Geotechnical Conference 2010 GEOtrendz, December 16–18, pp. 537–540. Mumbai, India.
- James, J., - Karthickeyan, S., - Chidambaram, S., - Dayanandan, B., - Karthick, K. (2018). Effect of Curing Conditions and Freeze-Thaw Cycles on the Strength of an Expansive Soil Stabilized with a Combination of Lime, Jaggery, and Gallnut Powder. Advances in Civil Engineering, Vol. 2018, AID1813563.
- James, J., - Lakshmi, S. V., - Pandian, P. K., - Vanitha, S. (2014). Engineering Performance of Lime Stabilized Soil Admixed with Natural Materials. International Journal of Applied Environmental Sciences, Vol. 9, No. 4, pp. 1209–1217.
- James, J., - Pandian, P. K. (2013). Performance Study on Soil Stabilisation using Natural Materials. International Journal of Earth Sciences and Engineering, Vol. 6, No. 1, pp. 194–203.
- James, J., - Pandian, P. K. (2014). Effect of Phosphogypsum on the Strength of Lime Stabilized Expansive Soil. Gradevinar, Vol. 66, No. 12, pp. 1109–1116.
- James, J., - Pandian, P. K. (2016a). Industrial Wastes as Auxiliary Additives to Cement / Lime Stabilization of Soils. Advances in Civil Engineering, Vol. 2016, Article ID 1267391, pp. 1–17.
- James, J., - Pandian, P. K. (2016b). Plasticity, Swell-Shrink and Microstructure of Coconut Shell Powder Amended Lime Modified Expansive Soil Modified at Lime Modification Optimum. In T. F. Kala & R. Narayanan (Eds.), National Conference on Civil Engineering - Paalam 2K16 Proceedings (p. 41). Chennai, India: Dr. M.G.R. Educational and Research Institute University.
- James, J., - Pandian, P. K. (2018). Select geotechnical properties of a lime stabilized expansive soil amended with bagasse ash and coconut shell powder. Selected Scientific Papers - Journal of Civil Engineering, Vol. 13, No. s1, pp. 45–60.
- Jamgade, M., - Charhate, S., - Sinha, M. (2016). Experimental Study on Fly Ash, Cement and Coconut Shell Powder for Stabilization of Soil. International Journal of Global Technology Initiatives, Vol. 5, No. 1, pp. C28–C35.
- Jamsawang, P., - Poorahong, H., - Yoobanpot, N., - Songpiriyakij, S., - Jongpradist, P. (2017). Improvement of soft clay with cement and bagasse ash waste. Construction and Building Materials, Vol. 154, pp. 61–71.
- Jayasekera, S., - Mohajerani, A. (2003). Some relationships between shrink-swell index, Liquid Limit, Plasticity Index, activity and free swell index. Australian Geomechanics, Vol. 38, No. 2, pp. 53–58.
- Kalkan, E. (2011). Impact of wetting–drying cycles on swelling behavior of clayey soils modified by silica fume. Applied Clay Science, Vol. 52, No. 4, pp. 345–352.
- Kumar, S. S., - Teja, S. L., - Needhidasan, S. (2018). Evaluation of Compaction and Stabilization of Black Cotton Soil by Using Admixtures as Marble Dust and coconut Shell Powder. International Journal of Pure and Applied Mathematics, Vol. 119, No. 17, pp. 3111–3118.
- Kupwade-patil, K., - Allouche, E. (2011). Effect of Alkali Silica Reaction (ASR) in Geopolymer Concrete. In Proceedings of the World of Coal Ash (WOCA) Conference, May 9-12, Paper 155. Denver, USA.
- Lee, J. M., - Shackelford, C. D. (2005). Solution retention capacity as an alternative to the swell index test for sodium bentonite. Geotechnical Testing Journal, Vol. 28, No. 1, pp. 61–70.
- Liu, J., - Shi, B., - Jiang, H., - Huang, H., - Wang, G., - Kamai, T. (2011). Research on the stabilization treatment of clay slope topsoil by organic polymer soil stabilizer. Engineering Geology, Vol. 117, No. 1, pp. 114–120.
- Liyanage, C. D., - Pieris, M. (2015). A Physico-Chemical Analysis of Coconut Shell Powder. Procedia Chemistry, Vol. 16, pp. 222–228.
- Manikandan, A. T., - Ibrahim, Y., - Thiyaneswaran, M. P., - Dheebikhaa, B., - Raja, K. (2017). A Study on Effect of Bottom Ash and Coconut Shell Powder on the Properties of Clay Soil. International Research Journal of Engineering and Technology(IRJET), Vol. 4, No. 2, pp. 550–553.
- Moghadam, B. K., - Jamili, T., - Nadian, H., - Shahbazi, E. (2015). The influence of sugarcane mulch on sand dune stabilization in Khuzestan, the southwest of Iran Article history: Iran Agricultural Research, Vol. 34, No. 2, pp. 71–80.
- Muhmed, A., - Wanatowski, D. (2013). Effect of Lime Stabilisation on the Strength and Microstructure of Clay. IOSR Journal of Mechanical and Civil Engineering, Vol. 6, No. 3, pp. 87–94.
- Nasrizar, A. A., - Ilamparuthi, K., - Muttharam, M. (2012). Quantitative Models for Strength of Lime Treated Expansive Soil. In GeoCongress 2012, March 25-29, pp. 978–987. Oakland, California, US: American Society of Civil Engineers.
- Prakash, K., - Sridharan, A., - Prasanna, H. S., - K, M. (2009). Identification of Soil Clay Mineralogy by Free Swell Ratio Method. In Proceedings of the Indian Geotechnical Conference 2009 GEOTIDE, December 17–19, pp. 1–4. Guntur, Andhra Pradesh, India.
- Puppala, A. J., - Pokala, S. P., - Intharasombat, N., - Williammee, R. (2007). Effects of Organic Matter on Physical, Strength, and Volume Change Properties of Compost Amended Expansive Clay. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 133, No. 11, pp. 1449–1461.
- Radhika, B., - Rao, A. U. (2017). Variation of properties es shedi soil on addition of lime and coconut shells as stabilizers. International Journal of Civil Engineering and Technology, Vol. 8, No. 6, pp. 932–938.
- Ranjitha, J., - Kumar, K., - Ankith, K. G., - Kumar, N. (2016). Laboratory study on CBR value of black cotton soil treated with crushed coconut shells. International Journal of Advances in Mechanical and Civil Engineering, Vol. (Spl), pp. 15–18.
- Ravi, E., - Sharma, A., - Manikandan, A. T., - Karthick, G., - Jameel, A. A. (2015). Study on Effect of Molasses on Strength of Soil. International Journal of Advanced Research Trends in Engineering and Technology, Vo. 2, No. 2, pp. 57–61.
- Richardson, I. G. (2008). The calcium silicate hydrates, Vol. 38, pp. 137–158.
- Sante, M. Di, - Fratalocchi, E., - Mazzieri, F., - Pasqualini, E. (2014). Time of reactions in a lime treated clayey soil and influence of curing conditions on its microstructure and behaviour. Applied Clay Science, Vol. 99, pp. 100–109.
- Saride, S., - Puppala, A. J., - Chikyala, S. R. (2013). Swell-shrink and strength behaviors of lime and cement stabilized expansive organic clays. Applied Clay Science, Vol. 85, pp. 39–45.
- Shabana, S. K., - Anshi, C., - Shamsheera, P., - Shyamili, T. M., - Sruthi, V., - Suhaira, P. (2014). Study on CBR Values of Soil with Crushed Coconut Shells. International Journal of Advanced Engineering Technology, Vol. 5, No. 3, pp. 55–58.
- Shirsavkar, S., - Koranne, S. (2010). Innovation in Road Construction Using Natural Polymer. Electronic Journal of Geotechnical Engineering, Vol. 15, Bund. O, pp. 1614–1624.
- Sivapullaiah, P. V., - Katageri, B., - Herkal, R. N. (2007). Enhancement of Strength of Soft Soils with Fly Ash and Lime. In Procs. of First Sri Lankan Geotechnical Society International Conference on Soil and Rock Engineering, 6-11 August, pp. 1–6. Colombo, Sri Lanka.
- Sridharan, A., - Prakash, K. (2000). Classification procedures for expansive soils. Proceedings of ICE - Geotechnical Engineering, Vol. 143, No. 4, pp. 235–240.
- Thomas, J., - Jennings, H. (2018). Calcium Hydroxide (CH). Retrieved January 12, 2018, from http://iti.northwestern.edu/cement/monograph/Monograph5_4_3.html
- Thompson, M. R. (1967). Factors Influencing the Plasticity and Strength of Lime Soil Mixtures. University of Illunois Bulletin, Vol. 64, No. 100, pp. 1–19.
- Tremblay, H., - Duchesne, J., - Locat, J., - Leroueil, S. (2002). Influence of the nature of organic compounds on fine soil stabilization with cement. Canadian Geotechnical Journal, Vol. 39, No. 3, pp. 535–546.
- Wang, D., - Edine, N., - Zentar, R. (2013). Strength and deformation properties of Dunkirk marine sediments solidified with cement, lime and fly ash. Engineering Geology, Vol. 166, pp. 90–99.
- Wang, H., - Gillott, J. E. (1991). Mechanism of alkali-silica reaction and the significance of calcium hydroxide. Cement and Concrete Research, Vol. 21, No. 4, pp. 647–654.