Academic literature on the topic 'Chemical soil stabilization'

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Journal articles on the topic "Chemical soil stabilization"

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Chougale, Prof V. C. "Utilization of Waste Material in Road Sub Grade for Stabilization of Soil." International Journal for Research in Applied Science and Engineering Technology 11, no. 6 (2023): 782–84. http://dx.doi.org/10.22214/ijraset.2023.53573.

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Abstract: Soil stabilization is a quite common process for nearly all the building projects. Broadly, all kinds of soil stabilization may be classified into two groups, i.e. mechanical stabilization and chemical stabilization. In mechanical stabilization, the grading of a soil is modified by mixing it with other sorts of soils of various grades. By doing so, a compacted soil mass may be achieved. On the opposite hand, chemical stabilization is related to the modification of soil properties by the addition of chemically active materials. In soil stabilization, it's important to grasp the materi
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S, . Ghoshal, S. Dedalal S., and . C. . Lahiri S. "Soil engineering properties and stabilization of Purulia soil by chemical treatment (with calcium salts)." Journal of Indian Chemical Society Vol. 82, Aug 2005 (2005): 701–9. https://doi.org/10.5281/zenodo.5829947.

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Department of Chemistry, Kalyani University, Kalyani-741 235, India <em>E-mail</em> : sujitclahiri@ yahoo.com Soil Mechanics Section, River Research Institute, W.B., P.O. HRRI, Nadia, India <em>Manuscript received 13 September 2004, revised 5 April 2005, accepted 25 April 2005</em> The soil index and engineering properties like the specific gravity, grain-size, liquid limit (LL), plastic limit (PL), compaction characteristics, compression index (Cd, etc. of Purulia soils were studied. The soil characteristics and their engineering properties (stabilization) can he considerably improved and str
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Sheetal, Nalbilwar. "Soil Stabilization by use of Chemical." International Journal of Trend in Scientific Research and Development 3, no. 6 (2019): 411–13. https://doi.org/10.5281/zenodo.3587931.

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This work presented to see the efficiency of nano technology used in terms of chemical named as Terrasil which acts as a modifier and improves the engineering properties of black cotton soil. In India, we see about 51.8 million hectors of land area is covered with black cotton soil which is an expansive soil. It is seen that black cotton soil is very hard when it is dry, and it loses its strength completely when it is wet. Expansive soils are problematic soils worldwide and create problems while constructing structures on it. To improve their properties various methods are adopted. These soils
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Ignjatović, Dragan, Snežana Ignjatović, Vanja Đurđevac, Lidija Đurđevac-Ignjatović, and Dušan Tašić. "Lime soil stabilization." Mining and Metallurgy Engineering Bor, no. 2 (2024): 43–46. https://doi.org/10.5937/mmeb2402043i.

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Soil stabilization represents process for improvements physical-mechanical and deformation feature of soil, adding binders. There are two basic kinds of stabilization: mechanical and chemical. Chemical stabilization of soil refers on addition binders to basic material of soil. The most common materials in chemical stabilization soil are lime and cement. In this work will to be shown the results stabilization soil with lime, for access roads on territory of the city of Bor.
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Khan, MD Shahbaz, Swayamdip wankhede, Nikhil Ramteke, et al. "Stabilization of Black Cotton Soil by Using Terrazyme Chemical." International Journal of Research Publication and Reviews 5, no. 5 (2024): 6211–17. http://dx.doi.org/10.55248/gengpi.5.0524.1274.

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Srie Gunarti, Anita Setyowati. "CALIFORNIA BEARING RATIO PADA TANAH LEMPUNG YANG DISTABILISASI DENGAN KALIUM HIDROKSIDA." Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil 1, no. 1 (2013): 11–18. https://doi.org/10.33558/bentang.v1i1.317.

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The minerals that make up soil that consists of elements and chemical compounds can react with other chemicals mixed in him. To the type of soil that inadequate technical ability but possessed with the chemical potential, can be enhanced by adding chemical substances which are chemical stabilization. The method used in this study is the method of chemical stabilization of the original soil by mixing with KOH powder chemicals and specific grafity test, standard proctor compaction and California Bearing Ratio Test Laboratory on original soil and the soil is mixed with the powder as much as 1% KO
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Levenko, G. M. "DETERMINATION OF THE MAIN DESIGN PARAMETERS FOR SOIL CHEMICAL STABILIZATION." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 2, no. 49 (2017): 82–87. http://dx.doi.org/10.26906/znp.2017.49.828.

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When designing or reconstructing buildings and structures on the swelling soils, it is necessary to be particularly concerned about the pattern of these soils behavior in order to subsequently be able to predict the behavior of the ‘basement – foundation – building’ system. The most effective way to stabilize soil behavior of the basement contaminated with industrial effluents is injection methods used for stabilization. The main task of soil chemical stabilization is to strengthen the bonds between soil particles with the help of chemical reagents. As a result of the research, the design para
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Meghana, V., and Y. Raja Veerendra. "Performance evaluation of expansive clay subgrade stabilized with synthetic rubber." IOP Conference Series: Earth and Environmental Science 982, no. 1 (2022): 012053. http://dx.doi.org/10.1088/1755-1315/982/1/012053.

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Abstract In our everyday lives, transport plays an important part. An important necessity for the building of pavements is the existence of a decent subgrade. Soil stabilization is the process of improving the physical qualities of the soil in order to enhance its strength, durability etc. Soil stabilization gives an option to enhancing its strength and capacity to carry load. The many ways utilized to stabilize the soil Subgrade. However, the carbon footprint for most of the chemical stabilizations is enormous, which made researchers to find some sustainable alternatives. Present study focuse
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Imafidon, D., O. R. Ogirigbo, and J. O. Ehiorobo. "Improvement of deltaic lateritic soil using river sand and cement for use as pavement construction material." Nigerian Journal of Technology 40, no. 2 (2021): 168–76. http://dx.doi.org/10.4314/njt.v40i2.1.

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&#x0D; &#x0D; &#x0D; This study examined the effect of mechanical and chemical improvement on deltaic lateritic soils in Warri East in Delta State, Nigeria. Mechanical stabilization was carried out by adding river sand to the natural soil in various proportions, while chemical stabilization was carried out using cement and a mixture of cement and sand. Compaction and CBR tests were conducted on the natural soil before and after stabilization. From the results obtained, it was seen that the mechanical stabilization method improved the strength properties of the soil making it suitable for use a
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S., Ghoshal, S. Dedalal S., and C. Lahiri S. "Studies on soil engineering properties and stabilization of Purulia soil by chemical treatment with sodium salts." Journal of Indian Chemical Society Vol. 83, Feb 2006 (2006): 176–84. https://doi.org/10.5281/zenodo.5816811.

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Department of Chemistry, Kalyani University, Kalyani-741 235, Nadia, West Bengal, India Emeritus Fellow, AICTE, Kalyani Engineering College, Kalyani-741 235, Nadia, West Bengal, India <em>E-mail </em>: sujitclahiri@yahoo.com Soil Mechanics Section, R.R.I., Government of West Bengal. P.O. HRRI via Mohanpur, Nadia, West Bengal, India <em>Manuscript received 11 July 2005, revised 27 October 2005, accepted 27 October 2005</em> A systematic investigation was made on the modification of soil known as stabilization for improvement of the properties of soils by controlled chemical treatment. The studi
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Dissertations / Theses on the topic "Chemical soil stabilization"

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Smedborn, Pausson Eva. "Chemical Stabilization of Arsenic in Contaminated Soil under Low Redox Conditions." Thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-72340.

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Remediation techniques for arsenic contaminated soil have previously focused mostly on the surface soil layers where aerobic conditions are prevalent. In this master thesis, chemical stabilization by adding zero-valent iron (Fe(0)) and calcium oxide (CaO) to an arsenic-contaminated soil under low redox conditions have been studied through up-flow percolation tests. Over a time of 2 months, pH, conductivity, redox potential and concentrations of major and minor elements including As, Zn, Cu, Cd, Fe and Ca under both fluctuating and continuous flow were measured.             Results indicate tha
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Al-Jhayyish, Anwer K. "Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices." Ohio University / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246.

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Bueno, Eduardo Suliman. "Estudo de alguns fatores que podem afetar a durabilidade de misturas solo-cal." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2011. http://hdl.handle.net/10183/49299.

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O desenvolvimento sustentável impõe uma evolução do contexto sócio-econômico das obras que envolvem o uso do solo. Um efeito é a obrigação do uso de materiais localizados na obra ou nas imediações. Isto muitas vezes implica no uso de materiais de baixas propriedades de engenharia, surgem então alternativas de melhoria destes materiais, como a estabilização com cal. No entanto, sabe-se que o tratamento de solos pode ser ineficaz quando da presença de compostos químicos deletérios no solo. Esta dissertação apresenta resultados de um estudo laboratorial do comportamento mecânico de um solo laterí
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Pereira, Kiev Luiz de Araujo. "Estabiliza??o de um Solo com Cimento e Cinza de Lodo Para Uso em Pavimentos." Universidade Federal do Rio Grande do Norte, 2012. http://repositorio.ufrn.br:8080/jspui/handle/123456789/14841.

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Made available in DSpace on 2014-12-17T14:48:13Z (GMT). No. of bitstreams: 1 KievLAP_DISSERT.pdf: 5028363 bytes, checksum: de436550c722f471b673e76a33619bd0 (MD5) Previous issue date: 2012-12-27<br>Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior<br>Este trabalho apresenta um estudo da estabiliza??o qu?mica de um solo com cimento e a avalia??o do uso de cinza de lodo como aditivo estabilizante, investigando o comportamento mec?nico das misturas solo-cimento e solo-cimentocinza para uso em base e sub-base de pavimentos rodovi?rios. Os materiais envolvidos no estudo foram: solo silte
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Kennedy, Kalub S. "Evaluation of Chemically Stabilized Subgrades with High Sulfate Concentrations." Ohio University / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1554807825765069.

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Palamede, Audrey. "Stabilization of chlorinated dibenzo-p-dioxins, dibenzofurans and chlordecone in soils from three former industrial areas. : Leaching behavior of chlorinated dibenzo-p-dioxins, dibenzofurans and chlordecone from three soils." Thesis, Umeå universitet, Kemiska institutionen, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:umu:diva-163550.

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Hesham, Ahmed H. [Verfasser]. "Treatment and improvement of the geotechnical properties of different soft fine-grained soils using chemical stabilization / Ahmed H Hesham." Aachen : Shaker, 2006. http://d-nb.info/1166513483/34.

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Fagundes, Luiza Perroni. "Utilização de resíduo de cerâmica proveniente de olarias para estabilização de solo laterítico /." Ilha Solteira, 2019. http://hdl.handle.net/11449/181162.

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Orientador: Mauro Mitsuuchi Tashima<br>Resumo: O modo como são dispostos os resíduos gerados pela indústria, pela agropecuária e pela sociedade gera uma preocupação crescente. Muitas pesquisas têm sido desenvolvidas com a finalidade de diminuir o impacto que estes causam a sociedade e ao meio ambiente. Diversos resíduos têm sido estudados como materiais cimentícios suplementares para substituição de parte da quantidade de cimento, contribuindo para a redução de áreas de aterro e também na diminuição da emissão de CO2 associada à produção de cimento Portland, que é responsável por cerca de 5% a
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Alves, Kárita Christina Soares Kanaiama. "Estudo do fosfogesso tratado termicamente e de suas misturas com solo tropical." Universidade Federal de Goiás, 2015. http://repositorio.bc.ufg.br/tede/handle/tede/5388.

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Submitted by Luciana Ferreira (lucgeral@gmail.com) on 2016-03-29T12:49:05Z No. of bitstreams: 2 Dissertação - Kárita Christina Soares Kanaiama Alves - 2015.pdf: 6936934 bytes, checksum: ded492627f968f50b4e27aa48d4c9d22 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)<br>Approved for entry into archive by Luciana Ferreira (lucgeral@gmail.com) on 2016-03-29T12:50:59Z (GMT) No. of bitstreams: 2 Dissertação - Kárita Christina Soares Kanaiama Alves - 2015.pdf: 6936934 bytes, checksum: ded492627f968f50b4e27aa48d4c9d22 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6df
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Švarcová, Monika. "Dvoufázový systém stabilizace podloží vozovek." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392147.

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This diploma thesis is focused on the properties of unsuitable and conditionally unsuitable fine-grained soils after a one-stage or two-stage treatment by using a binder. The theoretical part occupies with problematical properties of the fine grained soils in a subgrade and a possible technology of the change of these properties. The laboratory testing of treated soils is described and a practical technology of the one stage and two-stage stabilization. In the practical part the fine grained soils are treated by one-stage or two-stage stabilization. For the one stage stabilization the cement i
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Books on the topic "Chemical soil stabilization"

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H, Karol R. Chemical grouting and soil stabilization. 3rd ed. M. Dekker, 2003.

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Karol, Reuben H. Chemical Grouting and Soil Stabilization. CRC Press, 2003. http://dx.doi.org/10.4324/9780429213830.

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Chemical Grouting and Soil Stabilization. Marcel Dekker, Inc., 2003.

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Simmons, Charles A. Biochar: Chemical Composition, Soil Applications and Ecological Impacts. Nova Science Publishers, Incorporated, 2017.

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Karol, Reuben H. Chemical Grouting And Soil Stabilization, Revised And Expanded. CRC Press, 2003. http://dx.doi.org/10.1201/9780203911815.

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Karol, Reuben H. Chemical Grouting and Soil Stabilization, Revised and Expanded. Taylor & Francis Group, 2003.

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Karol, Reuben H. Chemical Grouting and Soil Stabilization, Revised and Expanded. Taylor & Francis Group, 2003.

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Karol, Reuben H. Chemical Grouting and Soil Stabilization, Revised and Expanded. Taylor & Francis Group, 2003.

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Karol, Reuben H. Chemical Grouting and Soil Stabilization, Revised and Expanded. Taylor & Francis Group, 2003.

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Karol, Reuben H. Chemical Grouting and Soil Stabilization, Revised and Expanded. Taylor & Francis Group, 2003.

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Book chapters on the topic "Chemical soil stabilization"

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Rangaswamy, K., and Regi P. Mohan. "Nano-Chemical Stabilization of Soft Soil as a Paved Subgrade Material." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-9219-5_12.

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Vukićević, Mirjana, Veljko Pujević, and Miloš Marjanović. "Stabilization of Low Bearing Soil Using Fly Ash and Chemical Additive Polybond." In International Scientific Conference Energy Management of Municipal Transportation Facilities and Transport EMMFT 2017. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70987-1_66.

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Ugwoke, Tochukwu A. S., and Chukwuebuka Emeh. "Effect of Chemical Composition of Woodash and Lime on Stabilization of Expansive Soil." In Recent Advancements on Expansive Soils. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01914-3_5.

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Xia, Wei-Yi, Yan-Jun Du, Martin D. Liu, Ya-Song Feng, and Yu-Ling Yang. "Effect of KMP Stabilization on Chemical Properties of a Heavy-Metal Contaminated Site Soil." In Environmental Science and Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2221-1_72.

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Navagire, Omkar Prakash, Shashi Kant Sharma, and Dadi Rambabu. "Stabilization of Expansive Soil with Thermal Power Plant Waste (Fly Ash and Coal Bottom Ash)—A Review." In Advances in Chemical, Bio and Environmental Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-96554-9_21.

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Sipani, Narendra, and Sukanya Sharma. "A Review on Comparative Study of Stabilization of Black Cotton Soil by Different Chemical Stabilizers." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-6727-6_25.

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Mahto, S. K., S. Sinha, S. Saurav, and H. Chakravarty. "Effect of chemical stabilization of silty soil on strength and durability characteristics for construction of low volume roads." In Green and Intelligent Technologies for Sustainable and Smart Asphalt Pavements. CRC Press, 2021. http://dx.doi.org/10.1201/9781003251125-97.

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Tatzber, Michael, Sabine Klepsch, Gerhard Soja, Thomas Reichenauer, Heide Spiegel, and Martin H. Gerzabek. "Determination of Soil Organic Matter Features of Extractable Fractions Using Capillary Electrophoresis: An Organic Matter Stabilization Study in a Carbon-14-Labeled Long-Term Field Experiment." In Labile Organic Matter-Chemical Compositions, Function, and Significance in Soil and the Environment. Soil Science Society of America, Inc., 2015. http://dx.doi.org/10.2136/sssaspecpub62.2014.0033.

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Biswas, Tridipa, and Dipankar Sarkar. "Stabilization of Subgrade Soil Using Nano-chemicals and Fly Ash." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6564-3_6.

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Nakayama, Haruyuki, and Yuji Miura. "Relation between physical properties of soils and effects of chemical stabilization." In Environmental Geotechnics and Problematic Soils and Rocks. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211051-20.

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Conference papers on the topic "Chemical soil stabilization"

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Najjar, Yacoub, Chune Huang, and Hakan Yasarer. "Neuronet-Based Soil Chemical Stabilization Model." In International Foundation Congress and Equipment Expo 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41023(337)50.

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Ignjatović, Dragan, Snežana Ignjatović, Vanja Đurđevac, Lidija Đurđevac-Ignjatović, and Dušan Tašić. "Subsoil stabilization with lime." In Proceedings - 55th International October Conference on Mining and Metallurgy, Kladovo, 15-17 October 2024. Mining and Metallurgy Institute, Bor, 2024. https://doi.org/10.5937/ioc24187i.

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Soil stabilization represents process for improvements physical-mechanical and deformation feature of soil, adding binders. There are two basic kinds of stabilization: mechanical and chemical. Chemical stabilization of soil refers on addition binders to basic material of soil. The most common materials in chemical stabilization soil are lime and cement. In this work will to be shown the results stabilization soil with lime, for access roads on territory of the city of Bor.
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Ayadat, T. "Stabilization of a swelling soil using three different chemical additives." In Advanced Topics in Mechanics of Materials, Structures and Construction. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902592-51.

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Abstract. An expansive soil expands when water is added, and shrinks when it dries out. On construction sites, expansive soils can pose geotechnical engineering challenges. More financial loss is caused by expansive soil damage than by floods, hurricanes, tornadoes, and earthquakes combined. The aim of this study is to analyze the effect of stabilization of an expansive soil using three different chemical additives, in this case: white cement and nano-silica as admixture, waste granite dust, and a new liquid polymer soil stabilizer (i.e. liquid granite). This study investigated the effect of t
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LaRue, Keith. "Permanent Soil Nail Wall Utilizing Chemical Grout Stabilization." In Earth Retention Conference (ER) 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41128(384)22.

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Tannoury, George A., and Steven D. Schrock. "Introduction to Chemical Stabilization of Unstable Trackbeds." In 2016 Joint Rail Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/jrc2016-5779.

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Trackbeds are typically composed of all granular materials comprised of ballast and subballast over compacted subgrade. Most poor performances of railroads can be attributed to poor and unstable subgrade conditions. Below the surface, the instability of the subgrade material can propagate through the granular zone leading to excessive settlements and deformations of the railway. Conventional subgrade restoration in the trackbed system requires the removal of the granular materials and over-excavation of soft unstable subgrade materials, moisture adjustment, re-compaction, and sometimes chemica
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Shrestha, Suman, Mehran Azizian, Gang Lei, and Xinbao Yu. "Stabilization of Expansive Soil Using a Hydrophobic Chemical Stabilizing Agent." In Geotechnical Frontiers 2025. American Society of Civil Engineers, 2025. https://doi.org/10.1061/9780784486016.031.

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Marinković, Nemanja, Elefterija Zlatanović, Dragan Đorđević, et al. "CHANGES IN SOIL STRUCTURE DURING CHEMICAL STABILIZATION BY ADDING DIFFERENT REAGENTS." In XXIX kongres DIMK i X kongres SIGP sa Međunarodnim simpozijumom o istraživanjima i primeni savremenih dostignuća u građevinarstvu u oblasti materijala i konstrukcija. Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, 2025. https://doi.org/10.46793/29dimk.351m.

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The transition towards a circular economy in the built environment requires effective benchmarking frameworks to evaluate and compare circularity performance of buildings. However, existing benchmarking systems for assessing circularity performance in buildings remain underdeveloped. This paper presents a brief literature review on benchmarking circularity of buildings across European countries at two different levels: (1) building materials and products, and (2) buildings and the built environment. The review identifies key gaps and challenges and highlights the need for harmonized and compre
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"In-situ stabilization of Arsenic-contaminated soil using industrial by-products." In Development of phytoremediation technology for reducing hazardous chemical compounds in food. Food and Fertilizer Technology Center for the Asian and Pacific Region, 2009. https://doi.org/10.56669/lrna8491.

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Nazari, Moeen, Rouzbeh Ghabchi, Musharraf Zaman, and Sesh Commuri. "Influence of Chemical Stabilization on the Flexural Fatigue Performance of Subgrade Soil." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480441.012.

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Kim, Seonhee, Kyeongtae Kim, Hyunji Tak, Taehyoung Kim, and Minhee Lee. "Arsenic Stabilization in Soil Using Two Kinds of Steel Slags Having Different Chemical Characteristics as Soil Stabilizer." In Goldschmidt2020. Geochemical Society, 2020. http://dx.doi.org/10.46427/gold2020.1312.

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Reports on the topic "Chemical soil stabilization"

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Rushing, John, Lulu Edwards, Haley Bell, and Margarita Ordaz. Rapid assessment tools for estimating trafficability of low volume roads. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49560.

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Rapid assessment of low-volume road surfaces remains a challenge when attempting to forecast allowable vehicle crossings. Variations in soil type, compaction effort, and moisture content of the soil can greatly affect trafficability, and predictive equations for soil deformation under vehicle loads often have reduced reliability for low-strength materials. Portable tools to characterize soil stiffness and corresponding relationships to load-induced deformation are needed. In this effort, researchers performed comparative testing of multiple rapid assessment tools as potential devices for givin
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Shenker, Moshe, Paul R. Bloom, Abraham Shaviv, et al. Fate of Phosphorus Originated from Treated Wastewater and Biosolids in Soils: Speciation, Transport, and Accumulation. United States Department of Agriculture, 2011. http://dx.doi.org/10.32747/2011.7697103.bard.

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Beneficial use of reclaimed wastewater (RW) and biosolids (BS) in soils is accompanied by large input of sewage-originated P. Prolonged application may result in P accumulation up to levelsBeneficial use of reclaimed wastewater (RW) and biosolids (BS) in soils is accompanied by large input of sewage-originated P. Prolonged application may result in P accumulation up to levels that impair plant nutrition, increase P loss, and promote eutrophication in downstream waters. This study aims to shed light on the RW- and BS-P forms in soils and to follow the processes that determine P reactivity, solu
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