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Статті в журналах з теми "Lime Stabilized Soil"
Islam, Md Rafizul, and Animesh Chandra Roy. "PREDICTION OF CALIFORNIA BEARING RATIO OF FINE-GRAINED SOIL STABILIZED WITH ADMIXTURES USING SOFT COMPUTING SYSTEMS." Journal of Civil Engineering, Science and Technology 11, no. 1 (April 26, 2020): 28–44. http://dx.doi.org/10.33736/jcest.2035.2020.
Повний текст джерелаArias-Jaramillo, Yhan P., Diana Gómez-Cano, Gloria I. Carvajal, César A. Hidalgo, and Fredy Muñoz. "Evaluation of the Effect of Binary Fly Ash-Lime Mixture on the Bearing Capacity of Natural Soils: A Comparison with Two Conventional Stabilizers Lime and Portland Cement." Materials 16, no. 11 (May 26, 2023): 3996. http://dx.doi.org/10.3390/ma16113996.
Повний текст джерелаCheng, Yongzhen, and Xiaoming Huang. "Effect of Mineral Additives on the Behavior of an Expansive Soil for Use in Highway Subgrade Soils." Applied Sciences 9, no. 1 (December 22, 2018): 30. http://dx.doi.org/10.3390/app9010030.
Повний текст джерелаAchampong, Francis, Mumtaz Usmen, and Takaaki Kagawa. "Evaluation of Resilient Modulus for Lime- and Cement-Stabilized Synthetic Cohesive Soils." Transportation Research Record: Journal of the Transportation Research Board 1589, no. 1 (January 1997): 70–75. http://dx.doi.org/10.3141/1589-12.
Повний текст джерелаBefikadu Zewudie, Besukal. "Experimental Study on the Production and Mechanical Behavior of Compressed Lime-Cement-Stabilized Interlock Soil Blocks." Advances in Materials Science and Engineering 2023 (January 12, 2023): 1–12. http://dx.doi.org/10.1155/2023/2933398.
Повний текст джерелаHe, Shi, Xinbao Yu, Aritra Banerjee, and Anand J. Puppala. "Expansive Soil Treatment with Liquid Ionic Soil Stabilizer." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 52 (August 23, 2018): 185–94. http://dx.doi.org/10.1177/0361198118792996.
Повний текст джерелаHossain, K. M. A., M. Lachemi, and S. Easa. "Characteristics of volcanic ash and natural lime based stabilized clayey soils." Canadian Journal of Civil Engineering 33, no. 11 (November 1, 2006): 1455–58. http://dx.doi.org/10.1139/l06-099.
Повний текст джерелаOkonkwo, Ugochukwu Nnatuanya, and Charles Kennedy. "The Effectiveness of Cement and Lime as Stabilizers for Subgrade Soils with High Plasticity and Swelling Potential." Saudi Journal of Civil Engineering 7, no. 03 (April 13, 2023): 40–60. http://dx.doi.org/10.36348/sjce.2023.v07i03.001.
Повний текст джерелаJiang, Huang, Ma, and Luo. "Analysis of Strength Development and Soil–Water Characteristics of Rice Husk Ash–Lime Stabilized Soft Soil." Materials 12, no. 23 (November 23, 2019): 3873. http://dx.doi.org/10.3390/ma12233873.
Повний текст джерелаMousavi, Fatemeh, Ehsan Abdi, and Stelian Alexandru Borz. "Forest Road Subgrade Improvement by Lime and Sodium Nanoalginate Used as Stabilizers for Clay Soils." Forests 14, no. 7 (June 28, 2023): 1332. http://dx.doi.org/10.3390/f14071332.
Повний текст джерелаДисертації з теми "Lime Stabilized Soil"
Gebretsadik, Alex Gezahegn. "Shear Resistance Degradation of Lime –Cement Stabilized Soil During Cyclic Loading." Thesis, KTH, Jord- och bergmekanik, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-141196.
Повний текст джерелаSZELIGA, LUCIANNA. "EXPERIMENTAL STUDY OF SANDY SOIL STABILIZED WITH MUNICIPAL SOLID WASTE ASHES AND LIME." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2014. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=24405@1.
Повний текст джерелаCONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
Este estudo apresenta o comportamento de um solo arenoso estabilizado com cinzas obtidas através da incineração de Resíduo Sólido Urbano (RSU) e cal. Através de um estudo experimental, objetiva-se avaliar a aplicabilidade de misturas solo-cinza e solo-cinza volante-cal em obras geotécnicas como, por exemplo, camadas de aterros sanitários, aterros sobre solos moles e estabilização de taludes. Para isso, foram realizados ensaios de caracterização física, química e mecânica (ensaios triaxiais CID) para os materiais envolvidos. Para as misturas solo-cinza volante-cal, adicionou-se 3 porcento de cal em substituição ao peso seco das cinzas. Foram avaliadas as influências do teor de cinza (30 e 40 porcento) e tipo de cinza (volante - CV e fundo - CF), bem como o tempo de cura (0, 60 e 90 dias) para misturas com cinza volante e cal. Os resultados mostram que tanto as misturas com CV, como CF, apresentam resultados satisfatórios. Para ambas as cinzas, as porcentagens de 30 e 40 porcento apresentaram resultados similares, podendo-se adotar o valor de 40 porcento como teor ótimo, uma vez que proporciona a utilização de uma maior quantidade de resíduo. Comparando-se as cinzas, a CF apresentou resultados mais satisfatórios que a CV. Para as misturas com cura, observou-se que no tempo de 60 dias o material sofreu um maior ganho de resistência. Foram utilizados dois métodos de moldagem de corpo de prova para o ensaio com cura, obtendo-se melhor resultado para o método onde a cura era realizada em um corpo de prova pré-moldado. Portanto o uso das cinzas de RSU em mistura com este tipo de solo se mostra satisfatório, uma vez que apresentou um bom comportamento, contribui com o menor consumo de material natural e proporciona uma destinação ambientalmente correta deste resíduo.
This study presents the behavior of a sandy soil stabilized with municipal solid waste ash, and lime. In order to evaluate the applicability of mixtures soil-ash and soil-fly ash-lime for using in geotechnical projects as layers of landfills, embankment on soft soils and slope stability, an experimental campaign is presented. Thus, physical, chemical and mechanical (isotropically consolidated-drained triaxial test) characterization tests were performed for each material and mixtures. It was used 3 percent of lime in the mixtures soil- fly ash-lime, being added in replacement to the dry weight of fly ash. Were evaluated the influence of ash content (30 and 40 percent), type of ash (fly ash and bottom ash) and curing time (0, 60 and 90 days) for mixtures containing fly ash and lime. The results have shown that mixtures with both kinds of ashes present a satisfactory behavior, increasing or maintaining the shear strength parameters similar to the pure material. For both kinds of ashes the variation of the content has not provided significant changes in the strength parameters, therefore, 40 percent can be considered as best content, once it provides a bigger destination of the residue. Comparing fly and bottom ash, the last has presented better results than fly ash. For mixtures with lime and cure, it has been observed better results for 60 days of cure, with greater gain of strength. Two molding methods have been used for preparing the mixture specimen, being obtained a better result with pre modeled specimen. Therefore, the use of municipal solid waste ash for stabilizing this kind of soil for using in the cited works, could minimize the current problems of waste disposal, contribute with the reduction of consumption of natural resources and give a noble use for this material.
Garibay, Jose Luis. "Guideline for pulverization of stabilized bases." To access this resource online via ProQuest Dissertations and Theses @ UTEP, 2008. http://0-proquest.umi.com.lib.utep.edu/login?COPT=REJTPTU0YmImSU5UPTAmVkVSPTI=&clientId=2515.
Повний текст джерелаMohn, Douglas M. "Impact of Gypsum Bearing Water On Soil Subgrades Stabilized With Lime or Portland Cement." University of Akron / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=akron1430836216.
Повний текст джерелаKennedy, Kalub S. "Evaluation of Chemically Stabilized Subgrades with High Sulfate Concentrations." Ohio University / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1554807825765069.
Повний текст джерелаMalanconi, Maurício. "Considerações sobre misturas de solos tropicais estabilizados quimicamente para uso como camada de pavimento urbano." Universidade Federal de São Carlos, 2012. https://repositorio.ufscar.br/handle/ufscar/4341.
Повний текст джерелаIn view of the lack of basic infrastructure in Brazilian cities, especially in regard to paving networks, it is of fundamental importance a study to ascertain the geological characteristics of the materials available and their potential use as pavement layer after incorporation of additives. This thesis aims at determining, in the laboratory, the mechanical results of soiladditive mixture, in order to evaluate the structural performance of chemically stabilized tropical soils. It also brings, specific objectives, comparing traditional additives - cement and lime - with another additive available in the brazilian market; analyzing the possibility of using these stabilized soils in urban pavement layers and obtaining reference results that may provide subsidies for pavement designers. This research develops from the collection of four (4) soil samples at different points in São Carlos/SP, with whom has been conducted a series of tests: California Bearing Ratio, Expansion and Compression Test. There was an evaluation of soils by determining the mechanical properties of the mixed soil and additive, in terms of carrying capacity, simple compression and expansion. The results were obtained after compression of the mixture in the test specimens and the use of standardized testing methodologies. After a long series of laboratory tests developed for each sample, a critical analysis of structural performance, primarily in its natural condition, then with the structural behavior of each of them, after the incorporation of additives. Research has shown that the best structural behavior of all samples collected in the different conditions of stabilization occurred with the sample ST-03 which, stabilized with 6% cement, obtained in laboratory satisfactory performance for use as the base layer of pavement.
Em vista da carência de infra-estrutura básica nas cidades brasileiras, principalmente no que se refere às redes de pavimentação, faz-se de fundamental importância um estudo que permita conhecer as características geológicas dos materiais disponíveis e as suas possibilidades de utilização como camada de pavimento após a incorporação de aditivos. Esta dissertação tem como objetivo principal determinar, em laboratório, os resultados mecânicos da mistura soloaditivo, a fim de se avaliar o desempenho estrutural de solos tropicais estabilizados quimicamente. Traz ainda, como objetivos específicos, comparar os aditivos tradicionais - cimento e cal - com uma opção de aditivo disponível no mercado brasileiro; analisar a possibilidade de utilização desses solos estabilizados em camadas de pavimentos urbanos e obter resultados de referência que venham a fornecer subsídios aos projetistas de pavimento. Esta pesquisa desenvolve-se a partir da coleta de 4 (quatro) amostras de solo em diferentes pontos do município de São Carlos/S.P., com as quais se realizou uma série de ensaios de Capacidade de Suporte (CBR), Expansão (EXP.) e de Resistência a Compressão Simples (RC). Fez-se a avaliação dos solos tropicais através da determinação das propriedades mecânicas das misturas de solo e aditivo, em termos de capacidade de suporte, expansão e compressão simples. Os resultados foram obtidos após a compactação da mistura, em corpos de prova e com o emprego das metodologias de ensaio normalizadas. Após uma larga série de ensaios de laboratório, desenvolveu-se, para cada amostra, uma análise crítica do desempenho estrutural, primeiramente, em sua condição natural e, depois, no comportamento estrutural de cada uma delas, após a incorporação dos aditivos supracitados. A pesquisa demostrou que o melhor comportamento estrutural de todas as amostras coletadas, nas diversas condições de estabilização, ocorreu com a amostra ST-03 que, estabilizada com 6% de cimento, obteve em laboratório desempenho satisfatório para emprego como camada de base de pavimento.
Abdi, Mahmoud Reza. "Effect of calcium sulphate on lime-stabilised kaolinite." Thesis, University of South Wales, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.304789.
Повний текст джерелаVenkata, Swamy B. "Stabilisation Of Black Cotton Soil By Lime Piles." Thesis, Indian Institute of Science, 2000. https://etd.iisc.ac.in/handle/2005/219.
Повний текст джерелаVenkata, Swamy B. "Stabilisation Of Black Cotton Soil By Lime Piles." Thesis, Indian Institute of Science, 2000. http://hdl.handle.net/2005/219.
Повний текст джерелаButtress, Adam James. "Physicochemical behaviour of artificial lime stabilised sulfate bearing cohesive soils." Thesis, University of Nottingham, 2013. http://eprints.nottingham.ac.uk/14463/.
Повний текст джерелаКниги з теми "Lime Stabilized Soil"
Building with Lime Stabilized Soil. Practical Action Publishing, 2021.
Знайти повний текст джерелаHolmes, Stafford, and Bee Rowan. Building with Lime Stabilized Soil. Practical Action Publishing, 2021.
Знайти повний текст джерелаCarder, D. R. Review of Lime Piles and Lime-stabilised Soil Columns. Thomas Telford Ltd, 1997.
Знайти повний текст джерелаCarder, D. R. Laboratory Trial Mixes for Lime-stabilised Soil Columns and Lime Piles (TRL 306). Thomas Telford Ltd, 1997.
Знайти повний текст джерелаЧастини книг з теми "Lime Stabilized Soil"
Khalid, Norazlan, Mazidah Mukri, Faizah Kamarudin, Norbaya Sidek, and Mohd Fadzil Arshad. "Strength of Soft Soil Stabilized Using Lime-POFA Mixtures." In InCIEC 2013, 501–10. Singapore: Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-4585-02-6_43.
Повний текст джерелаVenkatesh, Noolu, Danish Ali, Rakesh J. Pillai, and M. Heera Lal. "Strength and Durability Characteristic of Lime Stabilized Black Cotton Soil." In Lecture Notes in Civil Engineering, 739–50. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6237-2_60.
Повний текст джерелаJan, Obaid Qadir, and Bashir Ahmed Mir. "Strength and Micro Structural Behavior of Lime Stabilized Dredged Soil." In Sustainable Civil Infrastructures, 132–53. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01917-4_11.
Повний текст джерелаAhirwar, Aditya D., and H. S. Chore. "Strength Characteristics of Copper Slag and Lime Stabilized Clayey Soil." In Lecture Notes in Civil Engineering, 531–37. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-4739-1_50.
Повний текст джерелаShivanshi, Arvind Kumar Jha, Ankush Kumar Jain, and M. Parwez Akhtar. "Effect of Sulphate Contamination on Lime-Stabilized Black Cotton Soil." In Lecture Notes in Civil Engineering, 51–61. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9988-0_6.
Повний текст джерелаPanda, Nivedita, Sanjukta Sahoo, and Hemalata Jena. "Performance of Highway Subgrade Soil Stabilized with Lime and Slag." In Energy, Environment, and Sustainability, 215–29. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1517-0_10.
Повний текст джерелаIsmeik, Muhannad, and Taha Ahmed. "Prediction of Geotechnical Properties of Lime-Stabilized Soils: Ongoing Research and Preliminary Results." In Advancements in Unsaturated Soil Mechanics, 150–57. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-34206-7_12.
Повний текст джерелаZhang, Feng, Kangwei Tang, Qiubo Yan, Shujuan Wang, and Yan Liu. "Experimental Investigation on Dynamic Resilient Modulus of Lime Stabilized Clay Soil." In Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours, 710–17. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0125-4_79.
Повний текст джерелаDumpa, Venkateswarlu, Rajesh Vipparty, Anjan Kumar Mantripragada, and G. V. R. Prasada Raju. "Evaluating the Strength Characteristics of Lime and Metakaolin Stabilized Expansive Soil." In Lecture Notes in Civil Engineering, 239–48. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0559-7_27.
Повний текст джерелаDe Silva, H. S. U., D. S. P. Amarasekara, and L. C. Kurukulasuriya. "Elastic and Shear Moduli of Over Consolidated Lime Stabilized Clayey Soil." In Lecture Notes in Civil Engineering, 315–24. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-2886-4_23.
Повний текст джерелаТези доповідей конференцій з теми "Lime Stabilized Soil"
Qian, Jingsong, Guoxi Liang, Jianming Ling, and Shuo Wang. "Laboratory Research on Resilient Modulus of Lime-Stabilized Soil." In Geo-Shanghai 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413401.016.
Повний текст джерелаLiu, Shu-Tang, Wei-Dong Cao, Xue-Chi Gao, Xin-Zhuang Cui, and Qing-Sen Shang. "Experimental Study on Soil Stabilized with Firming Agent and Lime." In GeoHunan International Conference 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41043(350)21.
Повний текст джерелаDaniels, John L., Shaogang Lei, Zhengfu Bian, and Benjamin F. Bowers. "Air-Soil Relationships for Lime and Cement Stabilized Sub-Grades." In GeoShanghai International Conference 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41104(377)42.
Повний текст джерелаAldaood, A., M. Bouasker, and M. Al-Mukhtar. "Stability Behavior of Lime Stabilized Gypseous Soil under Long-Term Soaking." In Second International Conference on Geotechnical and Earthquake Engineering. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413128.021.
Повний текст джерелаDominguez, Ivy Tarazona, Vitaliano Sulca Llacccho, Gary Duran Ramirez, and Gustavo Llerena Cano. "Experimental study of mechanical behavior of stabilized volcanic soil with lime." In 2020 Congreso Internacional de Innovación y Tendencias en Ingeniería (CONIITI). IEEE, 2020. http://dx.doi.org/10.1109/coniiti51147.2020.9240283.
Повний текст джерелаSolanki, Pranshoo, and Musharraf Zaman. "Characterization of Lime- and Fly Ash-Stabilized Soil by Indirect Tensile Testing." In Geo-Frontiers Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41165(397)454.
Повний текст джерелаPadmaraj, Dhanalakshmi, and D. N. Arnepalli. "Investigations on Carbonation of Lime Stabilized Expansive Soil from Micro-Level Perspectives." In Geo-Congress 2022. Reston, VA: American Society of Civil Engineers, 2022. http://dx.doi.org/10.1061/9780784484012.011.
Повний текст джерелаKurup, G. Surya Narayana, Sona P. S., Luthfa U, Varsha Manu, and Amal Azad Sahib. "Undrained Strength Characteristics of Fibre Reinforced Expansive Soils." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.19.
Повний текст джерелаMohan, Regi P., and Adarsh P. "Strength Characterisation of Nanochemical Stabilized Kuttanad Clay for Pavement Construction." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.17.
Повний текст джерелаKwan, W. H., C. B. Cheah, M. Ramli, and Y. K. Al-Sakkaf. "Incorporation of bitumen and calcium silicate in cement and lime stabilized soil blocks." In GREEN AND SUSTAINABLE TECHNOLOGY: 2nd International Symposium (ISGST2017). Author(s), 2017. http://dx.doi.org/10.1063/1.4979382.
Повний текст джерелаЗвіти організацій з теми "Lime Stabilized Soil"
Butler, Afrachanna, Catherine Thomas, Nathan Beane, Anthony Bednar, and William Frederick. Phytomanagement of soil and groundwater at the Niagara Falls Storage Site (NFSS) using hybridized trees. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/42083.
Повний текст джерелаWagner, Anna, Jon Maakestad, Edward Yarmak, and Thomas Douglas. Artificial ground freezing using solar-powered thermosyphons. Engineer Research and Development Center (U.S.), November 2021. http://dx.doi.org/10.21079/11681/42421.
Повний текст джерела