Watertight Soil-Cement Dump of Oil and Gas Industry Waste
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2018-06-20 https://doi.org/10.14419/ijet.v7i3.2.14583 -
dump, to chemical attack, resistance, soil-cement toxic waste, watertight diaphragm, . -
Abstract
It is established that the most accessible way of isolation of toxic wastes formed during drilling, development, exploitation and treatment of oil and gas wells products is to dispose them directly in the earth's slime dumps on the territory of the drilling site or beyond. The dump’s pit must have a watertight protective diaphragm, which is durable and resistant to the aggressive effects of toxic waste drilling and exploitation of oil and gas wells. The chemical composition of the borehole mud is determined. The results of experimental laboratory researches of borehole mud aggressive components influence on the physical and mechanical watertight diaphragm characteristics are given. The geotechnical parameters of soil-cement were analyzed with the aim of its application for the arrangement of toxic waste watertight dump’s diaphragm.
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References
[1] Ayotamuno M.J. Effluent quality and wastes from petroleum drilling operations in the Niger Delta, Nigeria / M.J. Ayotamuno, A.J. Akor, T.J. Igho // Environmental Management & Health. – Vol. 13, Issue 2. – 2002. – P. 207 – 216. ISSN 0956-6163.
[2] Stabilization of oil-contaminated soils using cement and cement by-pass dust / Al-Rawas A., Hassan H.F., Taha R., Hago A., Al-Shandoudi B. & Al-Suleimani Y. // Management of Environmental Quality. – 16, 6, – 2005. – P. 670 – 680.
[3] Abdul-Wahab, S.A., Al-Hajri, A., &Yetilmezsoy, K. (2016). Impact of the ambient air quality due to the dispersion of non-methane organic compounds from Barka Landfill. Intern. Journal of Environmental Science and Technology, 13(4), 1099-1108. DOI: 10.1007/s13762-016-0947-x.
[4] Zotsenko M.L. Shlamovi ambary dlya vidhodiv butinnya i expluatacii naftogasovih sverdlovin z gruntocmentnim protifiltraciinim ekranom / Ðœ.L. Zotsenko, К.Ð. Тимофєєва // Zb nauk. prac` «Visvik NUVGP». Seria «Tehnichni nauki». – Rivne: NUVGP, 2014. – Vip. 2(66). – S. 337 – 345.
[5] Plaksiy L.V. Veetodologiya ozinyuvannya poverhnevih vod v miszyah vplivu objektiv navtoprovidnogo transportu /L.V. Plaksiy // Ekologichna bespeka ta zbalansovane resursovikaristannya: nauk.-tehn. jurn. – 2016. – №2(14). – Ivano-Frankivsk: Simfoniya forte. – S. 24 – 28.
[6] Pukish A.V. Ocinka toksichnosti vidchodiv buriinya / Ð.V. Pukish. // Ecotechnologiya i resursosberegenije. – 2008. – â„–1. – S. 52 – 55.
[7] Tetelmin V.V. Zaschita okrugajuschey sredi v neftegasovom complekse / V.V. Tetelmin, V.A. Jasev. – Dolgoprudnij: Izd. dom. «Intelect», 2009. – 352 s.
[8] BS EN 14679:2005. Execution of special geotechnical works – Deep mixing. – European Committee for standardization. – April 2005.
[9] Denies N. Summary of the short courses of the IS-GI 2012 latest advances in deep mixing / N. Denies, G.V. Lysebetten// Proc. of the Intern. Symposium on Ground Improvement IS-GI. – Brussels. – 2012. – P. 73 – 123.
[10]Brandl H. Excavation support using deep mixing technology / H. Brandl, C.J. Rutherford // Proc. of the Intern.geotechnical conf. “Geotechnical challenges in megacitiesâ€. – Vol. 1. – Published by GRF, 2010. – P. 29 – 54.
[11]Bzowka J. Selected problems connected with the use of the jet grouting technique / J. Bzowka, A. Juzwa, L. Wanik // Proc. of 18th Intern. Conf. on soil Mechanics and Geotechnical Engineering, Paris, 2013, Vol. 1. – P. 2437 – 2440.
[12]Cesar Consoli N. Rational criteria for the assessment of the target mechanical strength and stiffness of artificially sand-cement mixtures/ N. Cesar Consoli, A. Viana da Fonseca // Proc. of the Intern. Symposium IS-GI, Brussels, 2012, Vol. 1. – P. 297 – 302.
[13]Melentijevic S. Application o cement deep mixing method for underpinning / S. Melentijevic, J.L. Arcos, C. Oteo // Proc. of 18th Intern. Conf. on soil Mechanics and Geotechnical Engineering, Paris, 2013, Vol. 1. – P. 2549 – 2552.
[14]Dao H. Do. Investigation of Performance of Soil-Cement Pile in Support of Foundation Systems for High-Rise Buildings / Dao H., Do,Tuan A. Pham // Civil Engineering Journal. – Vol. 4, No. 2. – 2018. – P. 266 – 277.
[15]Characteristics of manmade stiff grounds improved by drill-mixing method / M. Zotsenko, Yu. Vynnykov, I. Lartseva et al. // Proc. of the 15th European Conf. on Soil Mechanics and Geotechnical Engineering (Athens, 2011). – Amsterdam: IOS Press, 2011. – P. 1097 – 1102.
[16]Innovative solutions in the field of geotechnical construction and coastal geotechnical engineering under difficult engineering-geological conditions of Ukraine / M. Zotsenko, Yu. Vynnykov, M. Doubrovsky et al. // Proc. of 18th Intern. Conf. on soil Mechanics and Geotechnical Engineering, Paris, 2013, Vol. 1. – P. 2645–2648.
[17]Zotsenko N. Soil-cement piles by boring-mixing technology / N. Zotsenko, Yu. Vynnykov, V. Zotsenko // Energy, energy saving and rational nature use. – Oradea University Press, 2015. – P. 192 – 253.
[18]Nalivajko O.I. Schlyahi pidvischennya vodonepronicnosti betoniv I gruntobetoniv / O.I. Nalivajko, M.L. Zotsenko, O.M. Panko // Budivelni konstrukcii: Mischvid nauk.-techn. zb. – Vip. 71. – Kn. 2. – К.: NDIBK, 2008. – S. 3 – 12.
[19]DSTU B V.2.7-214:2009. Budivelni materiali. Betoni. Metodi viznachennja miznosti za kontrolnimi sraskami. – К.: Minregionbud Ukraini, 2009. – 44 Ñ.
[20]BS EN 1997-1:2004 Eurocode 7: Geotechnical Design, Part 1. General Rules, British Standards Institution, London, 1994. – P. 17–35.
[21]Plaxis 3D Foundation. Reference Manual. Version 1.5 / R. Brinkgreve at al. – Delft: Delft University of Technology. – 2006. – 152 p.
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How to Cite
Zotsenko, M., ., Y., & Lartseva, I. (2018). Watertight Soil-Cement Dump of Oil and Gas Industry Waste. International Journal of Engineering & Technology, 7(3.2), 528-534. https://doi.org/10.14419/ijet.v7i3.2.14583Received date: 2018-06-23
Accepted date: 2018-06-23
Published date: 2018-06-20