1. bookVolume 28 (2020): Edizione 1 (March 2020)
Dettagli della rivista
Prima pubblicazione
23 May 2011
Frequenza di pubblicazione
4 volte all'anno
Open Access

A Micro-Level Investigation of Optimum Lime-Content Stabilized Expansive Soil Amended with Organic Coconut Shell Powder

Pubblicato online: 03 Apr 2020
Volume & Edizione: Volume 28 (2020) - Edizione 1 (March 2020)
Pagine: 1 - 10
Dettagli della rivista
Prima pubblicazione
23 May 2011
Frequenza di pubblicazione
4 volte all'anno

Al-Mukhtar, M., - Khattab, S., - Alcover, J. (2012). Microstructure and geotechnical properties of lime-treated expansive clayey soil. Engineering Geology, Vol. 139, pp. 17–27.10.1016/j.enggeo.2012.04.004Search in Google Scholar

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.Search in Google Scholar

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. 541–544.10.17577/IJERTV6IS030512Search in Google Scholar

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. 278–293.10.1007/s40098-013-0081-3Search in Google Scholar

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.Search in Google Scholar

BIS. (1983). IS 2720 Methods of Test For Soils:Part 1 - Preparation of Dry Soil Sample for Various Tests. India.Search in Google Scholar

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. 703–708.10.1007/s12649-013-9243-xSearch in Google Scholar

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. 65–72.10.1016/j.conbuildmat.2014.10.026Search in Google Scholar

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.Search in Google Scholar

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. 59–65.10.1016/j.conbuildmat.2013.11.077Search in Google Scholar

Coconut Development Board. (2015). Coconut Shell Powder Project Profile. Retrieved June 20, 2015, from http://coconut-board.nic.in/shelpwdr.htmSearch in Google Scholar

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.Search in Google Scholar

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=2Search in Google Scholar

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.Search in Google Scholar

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. 101–110.10.1023/A:1008119611481Search in Google Scholar

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. 1683–1696.10.1016/j.cemconres.2004.03.026Search in Google Scholar

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=jtrp10.5703/1288284314328Search in Google Scholar

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.Search in Google Scholar

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, AID1813563.10.1155/2018/1813563Search in Google Scholar

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.Search in Google Scholar

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.Search in Google Scholar

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.Search in Google Scholar

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.Search in Google Scholar

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.10.1155/2016/9798456Search in Google Scholar

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. 45–60.10.1515/sspjce-2018-0005Search in Google Scholar

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.Search in Google Scholar

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. 61–71.10.1016/j.conbuildmat.2017.07.188Search in Google Scholar

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.Search in Google Scholar

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. 345–352.10.1016/j.clay.2011.03.014Search in Google Scholar

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.Search in Google Scholar

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.Search in Google Scholar

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.Search in Google Scholar

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. 114–120.10.1016/j.enggeo.2010.10.011Search in Google Scholar

Liyanage, C. D., - Pieris, M. (2015). A Physico-Chemical Analysis of Coconut Shell Powder. Procedia Chemistry, Vol. 16, pp. 222–228.10.1016/j.proche.2015.12.045Search in Google Scholar

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.Search in Google Scholar

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.Search in Google Scholar

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. 87–94.10.9790/1684-638794Search in Google Scholar

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.Search in Google Scholar

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.Search in Google Scholar

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. 1449–1461.10.1061/(ASCE)1090-0241(2007)133:11(1449)Search in Google Scholar

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.Search in Google Scholar

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.Search in Google Scholar

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.Search in Google Scholar

Richardson, I. G. (2008). The calcium silicate hydrates, Vol. 38, pp. 137–158.Search in Google Scholar

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. 100–109.10.1016/j.clay.2014.06.018Search in Google Scholar

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. 39–45.10.1016/j.clay.2013.09.008Search in Google Scholar

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.Search in Google Scholar

Shirsavkar, S., - Koranne, S. (2010). Innovation in Road Construction Using Natural Polymer. Electronic Journal of Geotechnical Engineering, Vol. 15, Bund. O, pp. 1614–1624.Search in Google Scholar

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.Search in Google Scholar

Sridharan, A., - Prakash, K. (2000). Classification procedures for expansive soils. Proceedings of ICE - Geotechnical Engineering, Vol. 143, No. 4, pp. 235–240.10.1680/geng.2000.143.4.235Search in Google Scholar

Thomas, J., - Jennings, H. (2018). Calcium Hydroxide (CH). Retrieved January 12, 2018, from http://iti.northwestern.edu/cement/monograph/Monograph5_4_3.htmlSearch in Google Scholar

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.Search in Google Scholar

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. 535–546.10.1139/t02-002Search in Google Scholar

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. 90–99.10.1016/j.enggeo.2013.09.007Search in Google Scholar

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. 647–654.10.1016/0008-8846(91)90115-XSearch in Google Scholar

Articoli consigliati da Trend MD

Pianifica la tua conferenza remota con Sciendo