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Enhancement of Engineering Characteristics by Use of Marble Slurry in Udaipur Region


Affiliations
1 College of Technology and Engineering, Maharana Pratap University of Agriculture and Technology, Udaipur (Rajasthan), India
2 Mugneeram Bangur Memorial Engineering College, Jai Narain Vyas University, Jodhpur (Rajasthan), India
     

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Marble powder is an excellent material for mechanical stabilization of cohesive soil. For proving this, various engineering tests were conducted with different soil samples of Udaipur region. Tested sample gave satisfactory results.

Keywords

Marble Dust, Soil, Stabilization, CBR Value, Permeability.
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  • Agarwal, Vinay and Gupta, Mohit (2011). Expansive soil stabilization using marble dust. Internat. J. Earth Sci. & Engg., 4(6): 59-62.
  • Al-Rawas, A.A., Taha, R., Nelson, J.D., Al-Shab, T.B. and Al-Siyabi, H. (2002). A comparative evaluation of various additives used in the stabilization of expansive soils. Geotech. Test. J., 25(2): 199-209.
  • Almeida, N., Branco, F., Santos, J.R. (2007). Recycling of stone slurry in industrial activities: Application to concrete mixtures, Building & Environ., 42 : 810-819.
  • Basha, A.M., Hashim, R. and Muntohar, A.S. (2003). Effect of cement - rice husk ash on the plasticity and compaction of soil. Electronic J. Geotechnical Engineering. 8, Bundle A.
  • Bertolini, R. and Celsi, S. (1990). Proposals for the re-utilization of waste sludge resulting from stone cutting and finishing processes. Acimm per il marmo, n. 27, May/June, 1990.53-71.
  • Careddu, N., Marras, G., Siotto, G. and OrrĂ¹, G. (2008). Recovery and reuse of marble powder contained in marble slurry waste. Symposium Papers of Evaluation of marble wastes and decreasing environmental effects, Diyarbakir, Turkey, 16-17 October 2009. Ed.: M. Ayhan, A. Karaku, M. Ozdemir Aydin. Pagg. 62-69.
  • Chandra, S., Kumar, S. and Anand, R.K. (2005 ) Soil stabilization with rice husk ash and lime sludge. Indian Highways, 33(5): 87-97.
  • Cokca, Erdal (2009). Stabilization of expansive soil using waste marble dust. a thesis by Onur Baser, Middle East Technical University, ANKARA (TURKEY).
  • Dhanwar, Sangeeta (2012). Study of soil affected by waste product of marble industries. Internat. J. Geology Earth & Environ. Sci., 2(2): 16-17.
  • Ersoy, B. (2003). Description of flocculants used in cleaning of waste water of marble processing plant. Proceedings of 4th National Marble Symp, Afyon (Turkey), pp. 449-462 (in Turkish).
  • Eskioglou, Panagiotis Ch. (1996). Influence of soil type on stabilization with marble dust for forest road construction. Department of Forestry and Natural Environment, Thessaloniki, Greece.
  • Firat, S., Yilmaz, G., Cormet, A.T. and Sumer, M. (2012). Utilisation of marble dust, fly ash and waste sand (Silt-Quartz) in road sub-base filling material. KSCE J. Civil Engg., 16(7): 1143-1151.
  • Haji Ali, F., Adnan, A. and Choy, C. K. (1992). Geotechnical properties of a chemically stabilized soil from Malaysia with rice husk ash as an additive. Geotech. & Geolog. Engg., 10:117-134.
  • IS: 2720 (1967). Compendium of Indian Standards on Soil Engineering. Part-I, Bureau of Indian Standards, NEW DELHI, INDIA.
  • IS: 2720- 1983 (Part 1): Method of test of soils: Preparation of dry soil samples for various tests (Second rev). (BIS, New Delhi) 1983.
  • IS: 2720- 1985 (Part 4): Method of test of soils: Grain size analysis. (BIS, New Delhi 1985.
  • IS: 2720- 1985 (Part 5): Method of test of soils: Determination of liquid and plastic limit. (BIS, New Delhi) 1985.
  • IS: 2720- 1980 (Part 7): Method of test of soils: Determination of water content-dry density relation using light Compaction. (BIS, New Delhi) 1980.
  • IS: 2720- 1979 (Part 16): Method of test of soils: Laboratory Determination of CBR. (BIS, New Delhi) 1979.
  • IS: 2720- 1985 (Part 13): Method of test of soils: Direct shear test. (BIS, New Delhi) 1985.
  • Joulani, N.A. (2012). Effect of stone powder and lime on strength, compaction and CBR properties of fine soils. Jordan J. Civil Engg., 6(1): 1-16.
  • Khan, S.A. (2012). Physical characteristics of fine soil stabilized with Marble Industry Waste. Annual technical booklet of University of Taxila, Pakistan.
  • Marras, G., Careddu, N., Internicola, C. and Siotto, G. (2010). Recovery and reuse of marble powder by-product. University of Cagliari (Italy), Global stone Congress Journal, 2010.
  • Misra, A. and Gupta R. (2008). Utilization of marble slurry in construction materials. Workshop on gainful utilization of marble slurry and other stone waste; organized by Centre for Development of Stones, Jaipur, India, pp. 85-92.
  • Mishra, A.K. and Mathur, R. (2010). Marble slurry dust in roads and concrete work.
  • Misra, A.K, Mathur, R. and Goel, P. (2001). Marble slurry dust in roads-An apt solution for industrial waste. Highway Res. Bull., 65(12): 83-92.
  • Misra, A.K., Mathur, R., Goel, P. and Sheera, S.S. (2000). Marble Slurry waste- A potential building material, in Proc 7th NCB Semin on Cement and Building Mat., 4(11) : 67-76.
  • Mishra, A.K., Mathur, R., Rao, Y.V., Singh, A.P. and Goel, P. (2010). A new technology for marble slurry waste utilisation in roads. J. Scientific & Indust. Res., 69: 67-72.
  • MNIT (Jaipur) Research communication on "use of marble slurry for soil stabilization.
  • Muntohar, A.S. (1999). Behaviour of engineering properties of the clay blended with LRHA (lime rice husk ash). Research Rep. from Grant, Muhammadiyah Univ. of Yogya-Karta, YOGYA-KARTA, INDONESIA.
  • Okagbue, C.O. and Oneyeobi, T.S. (1999). Potential of marble dust to stabilise red tropical soils for road construction. Engg. Geology, 53: 371-389.
  • Onur Baser (2009). Stabilisation of expansive soils using waste marble dust. M.Sc. Thesis, Middle East Technical University.
  • Palaniappan, K.A. and Stalin, V.K. (2009). Utility effect of solid wastes in problematic soils. Internat. J. Engg. Res. & Industrial Applications, 2(1): 313-321.
  • Rajasthan State Pollution Control Board, Jaipur (2010) office order by the member secretary, p14 (27) policy/RPCE/pig/4578-99 dated 4th March 2010.
  • Ramakrishna, A.N. and Pradeep Kumar, A.V. (2006). Stabilisation of black cotton soil using rice husk ash and cement", National conference on Civil Engineering meeting the challenges of tomorrow, GND Engineering college, Ludhiana, pp. 215-220.
  • Sabat, A.K., Behera, S.N. and Dash, S.K. (2005). Effect of fly ash-marble powder on the engineering properties of an expansive soil. Proceeding of Indian Geotechnical Conference, Ahmedabad, (GUJARAT) INDIA.
  • Sabat, Akshaya Kumar and Nanda, Radhikesh P. (2011). Effect of marble dust on strength and durability of rice husk ash stabilizedexpansive soil. Internat. J. Civil & Structural Engg., 1(4) : 939- 948.
  • Sarkar, R., Abbas, S.M. and Shahu, J.T. (2012). Study of geotechnical behaviour of pond ash mixed with marble dust. Internat. J. Adv. Technol. Civil Engg., 1(2) : 99-106.
  • Sen, Tara and Mishra, Umesh (2010). Usage of industrial waste products in village road construction. Internat. J. Environ. Sci. & Develop., 1(2) : 122-126.
  • Sharma, Ishwar Chand and Saxena, Naresh Chandra (2012). Engineering utilisation of marble slurry. Internat. J. Civil Engg. & Technol., 3(2) : 1-6.
  • Sharma, S.R., Phani Kumar, B.R. and Rao, B.V. (2008). Engineering behaviour of a remolded expansive clay blended with lime, calcium chloride and rice-husk ash. ASCE J. Materials Civil Engg., 20 (8): 509-515.
  • Soni, S.K. and Murty, A.V.S.R. (1999). Utilization of industrial wastes in Low-Volume roads, Transportation research record, Seventh International Conference on Low-Volume Roads, 1652, 1:246-256.
  • Swami, B.L. (2002). Feasibility study of marble dust in highway sector. Highway Research Bulletin, 67, December, pp. 27-36.
  • Terzaghi, K., Peck, R.B. and Mesri, G. (1996). Soil mechanics in engineering practice, John Wiley and Sons.
  • Wayne, A.C., Mohamed, A.O. and El-Fatih, M.A. (1984). Construction on expansive soils in Sudan. J. Construction Engg. & Mgmt., 110(3) : 359-374.
  • Vijayalakshmi, V., Singh, S. and Bhatnagar, D. (2010). Developmental efforts in R&D for gainful utilization of marble slurry in India.Centre for Development of Stones,2003.Retrieved January 3, 2010 from the Web: http://www.cdos-india.com/Papers%20technical.htm

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  • Enhancement of Engineering Characteristics by Use of Marble Slurry in Udaipur Region

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Authors

R. P. Arora
College of Technology and Engineering, Maharana Pratap University of Agriculture and Technology, Udaipur (Rajasthan), India
N. K. Ameta
Mugneeram Bangur Memorial Engineering College, Jai Narain Vyas University, Jodhpur (Rajasthan), India
Kapil K. Samar
College of Technology and Engineering, Maharana Pratap University of Agriculture and Technology, Udaipur (Rajasthan), India

Abstract


Marble powder is an excellent material for mechanical stabilization of cohesive soil. For proving this, various engineering tests were conducted with different soil samples of Udaipur region. Tested sample gave satisfactory results.

Keywords


Marble Dust, Soil, Stabilization, CBR Value, Permeability.

References